Missouri S&T Scholar's Mine Research RepositoryMissouri S&T Research
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Center for Cold-Formed Steel Structures 

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2010  TOP

Title Author(s)
Product technical information

2004  TOP

Title Author(s)
The 2002 AISI cold-formed steel design manualKaehler, Richard C.; Chen, Helen;
Behavior of complex hat shapes used as truss chord membersNuttayasakul, Nuthaporn; Easterling, W. Samuel;
Bracing strength and stiffness requirements for axially loaded lipped Cee studsGreen, Perry S.; Sputo, Thomas; Urala, Viswanath;
Channel section beams under static and impact loadingRhodes, J.; Macdonald, M.;
Cold-formed steel examples to the theory and finite element implementation of plasticityHofmeyer, H. (Herm);
Cold-formed steel frame shear wall applications with structural adhesivesSerrette, Reynaud; Lam, Ioi; Qi, Henry; Hernandez, Hugo; Toback, Al;
Cold-formed steel slip-track connectionGerloff, James R.; Huttelmaier, Peter; Ford, Patrick W.;
Compression behavior of thin gusset platesLutz, D.G.; LaBoube, Roger A.;
Computer modeling of sloped Z-purlin supported roof systems to predict lateral restraint force requirementsSeek, Michael W.; Murray, Thomas M.;
Design criteria for seam and sheeting-to-framing connections of cold-formed steel shear panelsFulop, Ludovic A.; Dubina, Dan;
Design of cold-formed stainless steel sections with single web subjected to web cripplingZhou, Feng; Young, Ben;
Design of cold-formed steel compression members subject to distortional buckling at elevated temperaturesRanawaka, Thanuja; Mahendran, Mahen;
Design of cold-formed web members with non-uniform cross sectionsParent, Serge; Pote, Joseph J.; Neale, Kenneth W.;
Design of distance profiles in wallsAlbrecht, N.; Saal, H.; Podleschny, R.;
Design of fixed-ended cold-formed steel plain angle compression membersYoung, Ben;
Design of stainless steel sections against distortional bucklingLecce, Maura; Rasmussen, Kim;
Distortional buckling of cold-formed steel membersChodraui, Gustavo M.B.; Malite, Maximiliano; Goncalves, Roberto Martins; Neto, Jorge Munaiar;
Distortional buckling tests on cold-formed steel beamsYu, Cheng; Schafer, Benjamin W.;
Effects of hail damage on the carrying capacity of standing seam profilesHubner, A.; Saal, H.;
An experimental study of the compressive performance of structural panels with cold-formed thin-walled perforated steel channelsSalhab, B.; Wang, Y.C.;
Experimental capacity assessment of cold-formed boxed stud wall systems used in Australian residential constructionPham, Maria; Mills, Julie; Zhuge, Yan;
Experimental investigation of distortional buckling of cold-formed stainless steel sectionsLecce, Maura; Rasmussen, Kim;
Influence of profile distortion on the shear flexibility of profiled steel sheeting diaphragmsDuerr, M.; Saal, H.;
Initial geometrical imperfections in three-storey modular steel scaffoldsYu, W.K.; Chung, K.F.; Chan, S.L.;
Introduction to the theory and finite element implementation of (steel) plasticityHofmeyer, H. (Herm);
Local connection failures in composite sandwich panel systemsSmith, Andrew; Kershaw, Bret; Mahendran, Mahen; Wanniarachchci, Somadasa;
Local-plate and distortional post-buckling behavior of cold-formed steel lipped channel columns with intermediate stiffenersSilvestre, Nuno; Camotim, Dinar;
Material properties of cold-formed high strength stainless steel tubular sectionsYoung, Ben; Lui, Wing-Man;
Mechanical properties of cold-formed steel at elevated temperaturesChen, Ju; Young, Ben;
A new ultra long-spanning, combined steel formwork and reinforcement hybrid decking system using cold-formed componentsGlasle, Mathias; Patrick, Mark; Grey, Ross;
Numerical simulations of high strength steel box-shaped columnsYang, Demao; Hancock, Gregory J.;
Performance of deep leg L-headersSerrette, Reynaud; Chau, Khanh; Peyton, Dean; Waters, Bud;
Performance of ridge and eaves joints in cold-formed steel portal framesDubina, Dan; Stratan, Aurel; Ciutina, Adrian; Fulop, Ludovic; Nagy, Zsolt;
Recent research and developments in cold-formed steel design and construction
Report on the development of a cold-formed steel design course at Kansas State UniversityKircher, V.J.; Stephens, S.F.;
Roof diaphragm strength and stiffnessAvci, Onur; Mattingly, John; Luttrell, Larry D.; Easterling, W. Samuel;
Seismic performance of sheathed cold-formed shear wallsLandolfo, Raffaele; Fiorino, Luigi; Della Corte, Gaetano;
Self-drilling screwed knee-joints for cold-formed steel portal frames in cyclonic regionsCarr, John; Mansour, Andrew; Mills, Julie;
Shear rigidity of sheathed walls with pneumatically driven pin connectionsBaur, Stuart Werner; Suaris, Wimal;
Shear stiffness of pallet rack upright framesRao, S. Sambasiva; Beale, R.G.; Godley, M.H.R.;
Software development for cold-formed steel elementsGranados Nino, Francisco Javier; Reyes Ortiz, William Gustavo;
Stainless steel stub columns subject to combined bending and axial loadingMacdonald, M.; Rhodes, J.;
Steel deck institute diaphragm design manual, third editionLuttrell, Larry;
Strength and stiffness of conventional bridging systems for cold-formed Cee studsGreen, Perry S.; Sputo, Thomas; Urala, Viswanath;
Stress gradient effect on the buckling of thin platesYu, Cheng; Schafer, Benjamin W.;
The structural behavior of connections of cold-formed steel portal framesKwon, Young Bong; Chung, Hyun Suk; Kim, Gap Deuk;
Structural behaviour of high strength cold-formed steel Z purlins with overlapsChung, K.F.; Ho, H.C.;
Tests of storage rack channel columns with rear flangesAbdel-Rahman, Nabil; Fadel, Ashraf; El-Sadaawy, Mohamed; Mourad, Sherif;
Ultimate strength of a continuous decking of cold-drawn low-ductility high strength steelAkhand, A. Monayem; Badaruzzaman, W.H. Wan; Sanjery, Kosai A.;
An update on cold-formed steel framing standards development in the United StatesLarson, Jay W.;
Web crippling of cold formed steel multi-web deck sections subjected to end one-flange loadingWallace, J.A.; Schuster, R.M.;

2002  TOP

Title Author(s)
Adaptive nonlinear finite element analyses of high strength steel cladding systemsDuan, M.; Mahendran, M.;
AISI committee on framing standards enabling the widespread and economic use of steel framingBielat, Kevin R.; Larson, Jay W.;
Analysis of sheathed cold-formed steel wall studsSchafer, Benjamin W.; Hiriyur, Badri;
Application of a finite element model to a cold-formed steel C-section with a bearing stiffenerFox, S.R.; Brodland, G.W.;
Axial strength of purlins attached to standing seam roof panelsStolarczyk, John A.; Fisher, James M.; Ghorbanpoor, Al;
Behaviour of cold-formed thin-walled steel short columns with service holes at elevated temperaturesFeng, M.; Wang, Y.C.; Davies, J.M.;
The behaviour of drive-in storage structuresGodley, M.H.R.;
Bending and web crippling interaction of cold-formed steel membersWallace, J.A.; Schuster, R.M.; LaBoube, Roger A.;
Calibrations of bolted cold-formed steel connections in bearing (with and without washers)Wallace, J.A.; Schuster, R.M.; LaBoube, Roger A.;
Calibrations of cold-formed steel welded connectionsTangorra, F.M.; Schuster, R.M.; LaBoube, Roger A.;
Compression tests of cold-reduced high strength steel long columnsYang, Demao; Hancock, Gregory J.; Rasmussen, Kim J.R.;
Compression tests of cold-reduced high strength steel stub columnsYang, Demao; Hancock, Gregory J.;
Design of channels subjected to concentrated bearing loadYoung, Ben; Hancock, Gregory J.;
Design of industrial storage racksSarawit, A.T.; Pekoz, T.;
Design provisions for sections containing unstiffened elements under stress gradientsBambach, M.R.; Rasmussen, K.J.R.;
The design of the pallet programBeale, Robert G.; Godley, Michael H.R.;
Direct strength method for the design of purlinsQuispe, Luis; Hancock, Gregory;
Effective widths of unstiffened elements under combined compression and bendingBambach, M.R.; Rasmussen, K.J.R.;
Evaluation of bolt-hole elongation stiffness for the stiffness prediction of cold-formed steel bolted moment-connectionsLim, J.B.P.; Nethercot, D.A.;
An experimental study on the load carrying capacity of cold-formed steel studs and panelsTian, Y.S.; Wang, J.; Lu, T.J.; Barlow, C.Y.; Evans, J.;
Experimental analysis of cold-formed steel channel and lipped-channel profiles connected to roof panel - R-factor analysisJavaroni, C.E.; Goncalves, R.M.; Malite, M.;
Experimental investigation of cold-formed stainless steel RHS columnsYoung, Ben; Liu, Yahua;
Finite element modelling of stainless steel columns with variation in mechanical propertiesMacdonald, M.; Rhodes, J.;
GBT-based distortional buckling formulae for thin-walled channel columns and beamsSilvestre, Nuno; Camotim, Dinar;
Inelastic response of arc-spot welded deck-to-frame connections for steel roof deck diaphragmsPeuler, M.; Rogers, C.A.; Tremblay, R.;
Interim design rules for flexure in cold-formed steel websSchafer, B.W.; Trestain, T.W.J.;
Local buckling tests on cold-formed steel beamsYu, Cheng; Schafer, Benjamin W.;
North American specification for design of cold-formed steelBrockenbrough, Roger L.; Chen, Helen H.;
Numerical and experimental studies of an innovative cold-formed steel building systemDarcy, Greg; Mahendran, Mahen;
On the computation of the cross-section properties of arbitrary thin-walled structuresXiang, Chunting; Luo, Albert C.J.; Seaburg, Paul; Crain, Robert;
Optimum design of cold-formed steel Z-shape purlins using a genetic algorithmLu, Wei; Makelainen, Pentti; Kesti, Jyrki;
Plastic strength of thin-walled membersDubina, Dan; Ungureanu, Viorel;
Post-buckling analysis of light gauge members using finite stripsRhodes, Jim;
Preliminary R-values for seismic design of steel stud shear wallsZhao, Y.; Rogers, C.A.;
Progress on the direct strength methodSchafer, B.W.;
Recent research and developments in cold-formed steel design and construction
Seismic performance of wall-stud shear wallsFulop, Ludovic A.; Dubina, Dan;
Self-drilling screw joints for cold-formed channel portal framesMills, Julie; LaBoube, Roger A.;
Shear lag effect on bolted C-shaped cold-formed steel tension membersPan, Chi-Ling; Chiang, Pen-Chun;
Some improvements to the design of sandwich panels subject to local buckling effectsPokharel, Narayan; Mahendran, Mahen;
Stiffened elements with multiple intermediate stiffeners and edge stiffened elements with intermediate stiffenersSchafer, B.W.;
Strength and behavior of fillet welded connections in G450 sheet steelTeh, Lip H.; Hancock, Gregory J.;
Strength and behavior of flare-bevel and flare-vee welded connections in G450 sheet steelTeh, Lip H.; Hancock, Gregory J.;
Stress/strain distributions and role of sheathing in partition wall panels subjected to compressionWang, J.; Tian, Y.S.; Lu, T.J.; Barlow, C.; Evans, J.;
Structural behavior of bolted connections in cold-formed steel members, emphasizing the shear lag effectMaiola, Carlos Henrique; Malite, Maximiliano; Goncalves, Roberto M.; Neto, Jorge Munaiar;
Structural behaviour of self-piercing riveted connections in steel framed housingMoss, Stephen; Mahendran, Mahen;
A study on the factors that influence the acoustic performance of a steel stud wall assemblyChung, Hyun-Suk; Kim, Gap-Deug; Yang, Kwan-Seob; Kim, Kyung-Woo;
A study on the flexural strength capacity of wall stud assemblySong, Jun Yeup; Kwon,Young Bong; Chung, Hyun Suk; Kim, Gap Deuk;
Study of innovative built-up cold-formed beamsDi Lorenzo, Gianmaria; Landolfo, Raffaele;
Sway stability testing of high rise rack sub-assemblagesHarris, Elisha; Hancock, Gregory J.;
Testing of bolted cold-formed steel connections in bearing (with and without washers)Wallace, J.A.; Schuster, R.M.;
Ultimate failure behaviour of second-generation sheeting subjected to combined bending moment and concentrated loadHofmeyer, H.; Kaspers, M.; Snijder, H.H.; Bakker, M.C.M.;
Variables affecting the shear-bond resistance of composite floor deck systemsTremblay, R.; Rogers, C.A.; Gignac, P.; Degrange, G.;
Vibration characteristics of lightweight floors using cold-formed steel joistTangorra, F.M.; Xu, L.; Xie, W.C.;
Web crippling and combined bending and web crippling of cold-formed steel box-beam headersStephens, Sutton F.; LaBoube, Roger A.;
Web crippling of cold-formed steel membersBeshara, B.; Schuster, R.M.;
Web crippling strength of multi-web steel deck sections subjected to end one flange loadingAvci, Onur; Easterling, W. Samuel;

2001  TOP

Title Author(s)
Light gage steel framing
Metal drywall framing and accessories

2000  TOP

Title Author(s)
The 1999 supplement to the AISI design specificationBrockenbrough, Roger L.;
Automated design of steel trussesChen, S-Y.; Mobasher, B.; Rajan, S.D.;
Buckling of cold formed stainless steel columns under concentric and eccentric loadingRhodes, J.; Macdonald, M.; McNiff, W.;
Calibration of cold formed steel shear equationsCraig, B.; Schuster, R.M.;
Compression tests on cold-formed angles loaded parallel with a legPopovic, D.; Hancock, G.J.; Rasmussen, K.J.R.;
Cyclic pull-out strength of steel roof and wall cladding systemsMahendran, M.; Mahaarachchi, D.;
A design approach for complex stiffenersSarawit, A.T.; Pekoz, T.;
Design of cold-formed steel plain channelsYiu, Fang; Pekoz, Teoman;
The development of an Australian standard for stainless steel structuresRasmussen, Kim J.R.;
Distortional buckling of cold-formed stainless steel compression membersLiang, A.,; van den Berg, G.J.; Laubscher, R.F.;
Dynamic behaviour of floors with cold-formed steel joistsXu, L.; Ling, Z.; Xie, W.C.; Liu, Y.; Schuster, R.M.;
Eccentrically loaded bolted connections for type 304 and 3CR12 stainless steel lipped channelsOliphant, Q.C.; van den Berg, G.J.; van Tonder, P.;
Elastic-plastic interactive buckling of thin-walled steel compression membersDubina, Dan; Ungureanu, Viorel;
Estimation of restraint forces for Z-purlin roofs under gravity loadsNeubert, M.C.; Murray, T.M.;
Evaluation of cold-formed steel connections attached with pneumatically driven pinsBaur, Stuart Werner; Suaris, Wimal;
Experimental investigation of cold-formed channels subjected to combined bending and web cripplingYoung, Ben; Hancock, Gregory J.;
Experimental investigation of cold-formed steel beam-column sub-frames: pilot studyWong, M.F.; Chung, K.F.;
FE models for sheeting under interaction loadHofmeyer, Herm; Kerstens, Jan; Snijder, Bert; Bakker, Monique;
Finite element analysis of cold-formed channel columnsYoung, Ben; Yan, Jintang;
Fire resistance of loadbearing LSF assembliesAlfawakhiri, Farid; Sultan, Mohamed A.;
Flexural behavior of profiled composite beamsSong, Jun-Yeup; Kwon, Young-Bong;
Flexural wrinkling behaviour of lightly profiled sandwich panelsMahendran, M.; McAndrew, D.;
A general design rule for bearing failure of bolted connections between cold-formed steel stripsChung, K.F.; Ip, K.H.;
Knee joints in cold-formed channel portal framesMills, Julie;
Lateral bracing connections for C-sections subjected to bendingBeshara, B.; LaBoube, Roger A.;
Lateral buckling of prismatic members about an imposed axis of rotationSokol, Leopold K.;
Lateral strength of wind load bearing wall stud-to-track connectionFox, S.R.; Schuster, R.M.;
Lessons from recent collapses of metal buildingsPeraza, David B.;
L-header testing, evaluation and design methodologyElhajj, N.R.; LaBoube, Roger A.;
Mechanical properties of stainless steel lipped channelsMacdonald, M.; Rhodes, J.; Taylor, G.T.;
On the structural behavior of composite beams using cold-formed shapesMalite, Maximiliano; Nimir, Walter A.; Goncalves, Roberto M.; de Sales, Jose Jairo;
Optimum design of cold formed steel residential roof trussesXu, L.; Min, H.; Schuster, R.M.;
Pull-through failures of crest-fixed steel claddings initiated by transverse splittingMahaarachchi, Dhammika; Mahendran, Mahen;
Purlin design to AISI LRFD using rational buckling analysisClarke, Murray J.; Hancock, Gregory J.;
Racking performance of long steel-frame shear wallsSalenikovich, Alexander J.; Dolan, J. Daniel; Easterling, W. Samuel;
Recent research and developments in cold-formed steel design and construction
Spatial buckling behavior of high-rise rack framesTeh, Lip H.; Hancock, Gregory J.; Clarke, Murray J.;
Strength of bearing stiffeners in cold formed C-sectionsFox, S.R.; Schuster, R.M.;
Structural behavior of cold-formed steel header beams for residential constructionStephens, S.F.; LaBoube, Roger A.;
Structural stability of braced scaffolding and formwork with spigot jointsEnright, John; Harriss, Robert; Hancock, Gregory J.;
Stub column tests on cold-formed steel angle sectionsDhanalakshmi, M.; Shanmugam, N.E.;
Tests and design of cold-formed unlipped channels subjected to web cripplingYoung, Ben; Hancock, Gregory J.;
A theoretical and experimental analysis of cold-formed steel shapes subjected to bending - channel and simple lipped channelGoncalves, Roberto Martins; Malite, Maximiliano; Javaroni, Carlos Eduardo;
Web crippling behaviour of channels with flanges restrainedYoung, Ben; Hancock, Gregory J.;
Web crippling of cold formed steel C-and Z- sectionsBeshara, B.; Schuster, R.M.;
Yield strength increase of cold formed sections due to cold work of formingSloof, P.A.; Schuster, R.M.;

1999  TOP

Title Author(s)
Design of cold-formed steel structural members and connections for cyclic loading (fatigue)LaBoube, R.A.; Yu, Wei-Wen;

1998  TOP

Title Author(s)
Accelerated test development for coil-coated steel building panelsLawson, K.M.; Lawson, H.H.; Rommal, H.E.G.; Tiburcio, A.C.;
Analysis of hat sections with multiple intermediate longitudinal stiffenersAcharya, V.V.; Schuster, R.M.;
Bearing design of thin sheet steel screwed connectionsRogers, Colin A.; Hancock, Gregory J.;
Behaviour of locally buckled singly symmetric columnsYoung, Ben; Rasmussen, Kim J.R.;
Behaviour of thin G550 sheet steel bolted connectionsRogers, Colin A.; Hancock, Gregory J.;
Behaviour of thin G550 sheet steel screwed connectionsRogers, Colin A.; Hancock, Gregory J.;
Bending tests of hat sections with multiple longitudinal stiffenersAcharya, V.V.; Schuster, R.M.;
Buckling mode interaction in cold-formed steel columns and beamsDavies, J.M.; Jiang, C.; Ungureanu, V.;
Cold-formed shear connectors for composite constructionsMalite, Maximiliano; Nimir, Walter Abrahao; de Sales, Jose Jairo; Goncalves, Roberto Martins;
Columns under loads of varying eccentricityRhodes, Jim;
Compressional behaviour of stainless steel short strutsMacdonald, M.; Rhodes, J.; Taylor, G.T.;
A cost based approach to design of residential steel roof systemsMobasher, B.; Chen, S-Y; Young, C.; Rajan, S.D.;
Design of automotive structural components using high strength sheet steels effect of strain rate on material properties and the structural strength of cold-formed steel membersYu, Wei-Wen;
Design of automotive structural components using high strength sheet steels transformed section method for the calculation of yield moment of cold-formed steel hybrid beamsPan, Chi-Ling; Yu, Wei-Wen;
Determination of the tensile and shear strengths of screws and the effect of screw patterns on cold-formed steel connectionsSokol, Marc Allen; LaBoube, Roger A.; Yu, Wei-Wen;
Direct strength prediction of cold-formed steel members using numerical elastic buckling solutionsSchafer, B.W.; Pekoz, T.;
Distortional buckling formulae for thin walled channel and Z-sections with return lipsBambach, Michael R.; Merrick, John T.; Hancock, Gregory J.;
Ductility measurements of thin G550 sheet steelsRogers, Colin A.; Hancock, Gregory J.;
The effect of cold forming on type 3CR12 square tubesLaubscher, Rudolph;
A european design code for pallet rackingDavies, J.M.; Godley, M.H.R.;
Experimental procedures for stub column testsPu, Y.; Godley, M.H.R.; Beale, R.G.;
Factors influencing the strength of mechanical clinchingPedreschi, Remo; Sinha, Braj; Davies, Russell; Lennon, Rory;
Fire resistance on bearing wall using steel & gypsumKwon, In-Kyu; Choi, Kwang; Nam-Yong, Jee;
Frequently asked questions concerning the AISI base test and the use of the AISI anchorage equationsFisher, James; LaBoube, Roger A.; Murray, Thomas M.; Nunnery, Joe;
Lateral load strength of screw connections in 29ga metalAnderson, G.A.; Kelley, V.C.;
Laterally braced cold-formed steel flexural members with edge stiffened flangesSchafer, B.W.; Pekoz, T.;
The local buckling strength of partially stiffened type 3CR12 stainless steel compression elements in beam flangesvan den Berg, G.J.;
A non linear design model for continuous multi-span light gauge sheeting and membersSokol, Leopold;
Recent research and developments in cold-formed steel design and construction
Rotational stiffnesses of semi-rigid baseplatesGodley, M.H.R.; Beale, R.G.; Feng, X.;
Seismic design of light gauge steel structures: a discussionSerrette, Reynaud L.;
Shear plus bending in lapped Z-purlinsAlmoney, Keith; Murray, Thomas M.;
Shift of the effective centroid of channel columnsYoung, Ben; Rasmussen, Kim J.R.;
A simplified model for distortional buckling of channels and zees in flexureEllifritt, Duane S.; Glover, Robert L.; Hren, Jonathan D.;
Spacing of connections in compression flanges of built-up cold-formed steel beamsLaBoube, Roger A.; Yu, W.W.; Jones, M.L.;
A study on the flexural behavior of profiled composite beamsYang, Gu Rok; Hwang, Yong Seo; Kwon, Young Bong;
Study on light-gauge steel roof trusses with rosette connectionsMakelainen, Pentti; Kesti, Jyrki; Kaitila, Olli; Sahramaa, Kimmo J.;
Technique and qualities of beams with expanded metal sectionsHellsten, M.;
Testing of cold formed steel floor joists with bearing stiffenersFox, S.R.; Schuster, R.M.;
Tests of cold-formed channel columnsYoung, Ben; Rasmussen, Kim J.R.;
Understanding pulloverKreiner, Jonathan Sabia; Ellifritt, Duane Scott;
Web crippling behaviour of cold-formed unlipped channelsYoung, Ben; Hancock, Gregory J.;
Web crippling of cold formed steel membersPrabakaran, K.; Schuster, R.M.;
Web crippling of single web cold formed steel members subjected to end one-flange loadingGerges, R.R.; Schuster, R.M.;
Web crippling strength of members using high-strength steelsWu, Shaojie; Yu, Wei-Wen; LaBoube, Roger A.;

1997  TOP

Title Author(s)
Behavior of web elements with openings subjected to linearly varying shearEiler, Matthew R.; LaBoube, Roger A.; Yu, Wei-Wen;
Screw and welded connection behavior using structural grade 80 of A653 steel (a preliminary study)Koka, Exaud N.; Yu, Wei-Wen; LaBoube, Roger A.;
Spacing of connections in compression elements for cold-formed steel members (beams)Jones, Michael L.; LaBoube, Roger A.; Yu, Wei-Wen;
Strength of flexural members using structural grade 80 of A653 steel (web crippling tests)Wu, Shaojie; Yu, Wei-Wen; LaBoube, Roger A.;

1996  TOP

Title Author(s)
The 1996 AISI specificationBrockenbrough, Roger L.;
Additional design considerations for bolted connectionsLaBoube, Roger A.; Yu, W.W.;
Behavior of cold-formed steel web elements with web openings subjected to web crippling and a combination of bending and web crippling for interior-one-flange loadingDeshmukh, Sameer U.; LaBoube, Roger A.; Yu, Wei-Wen;
Behavior of compression web members in cold-formed steel truss assembliesRiemann, Jerome A.; LaBoube, Roger A.; Yu, Wei-Wen;
Buckling experiments on hollow flange beams with web stiffenersMahendran, M.; Avery, P.;
Burst strength of type 304L stainless steel tubes subjected to internal pressure and external forcesPretorius, J.; Van Der Merwe, P.; Van Den Berg, G.J.;
Cold-formed steel design by spreadsheet programBurns, Scott A.;
Cold-formed steel design manualAmerican Iron and Steel Institute;
Cold formed steel flat width ratio limits, d/t and dᵢ/wRogers, C.A.; Schuster, R.M.;
Cold-formed steel sections experimental data baseDubina, Dan; Georgescu, Mircea; Goina, Dorina; Ungureanu, Viorel; Iorgovan, Emilian;
Comparison of tests of purlins with and without cleatsHancock, Gregory; Celeban, Michael; Popovic, Dan;
Comparison of the distortional buckling method for flexural members with testsHancock, G.J.; Rogers, C.A.; Schuster, R.M.;
Deflection design of cold-formed RHS steel beamsZhao, Xiao-Ling; Kiew, Kwong-Ping;
Design models of continuous sandwich panelsHassinen, Paavo; Martikainen, Lassi;
Design of cold-formed steel stiffened elements with multiple longitudinal intermediate stiffenersSchafer, Benjamin; Pekoz, Teoman;
Design of thin-walled beams for distortional bucklingDavies, J.M.; Jiang, C.;
Determination of purlin R-factors using a non-linear analysisRousch, Catherine J.; Hancock, Gregory J.;
Dynamic performance of light gauge steel framed shear wallsSerrette, Reynaud; Hall, Georgi; Nguyen, Hoang;
The effects of perforation length on the behaviour of perforated elements in compressionRhodes, Jim; Macdonald, Martin;
Effective width of a simple edge-stiffener subjected to a stress gradientRogers, C.A.; Schuster, R.M.;
Effect of bracing stiffness on buckling strength of cold-formed steel columnsGupta, Pratyoosh; Wang, S.T.; Blandford, George E.;
Evaluation and modelling of the material properties for analysis of cold-formed steel sectionsAbdel-Rahman, Nabil; Sivakumaran, K.S.;
Experimental research on the behaviour of combined web crippling and bending of steel deck sectionsHofmeyer, H.; Kerstens, J.G.M.; Snijder, H.H.; Bakker, M.C.M.;
An explicit approach to design of stainless steel columnsRasmussen, Kim J.R.; Rondal, Jacques;
Finite element analysis of hollow flange beams with web stiffenersAvery, P.; Mahendran, M.;
Flexural strength of cold-formed steel panels using structural grade 80 of A653 steelWu, Shaojie; Yu, Wei-Wen; LaBoube, Roger A.;
Geometric imperfections and residual stresses for use in the analytical modeling of cold-formed steel membersSchafer, Benjamin; Pekoz, Teoman;
Golden anniversary of the AISI specificationYu, Wei-Wen; Wolford, Don S.; Johnson, Albert L.;
Interaction of flange/edge - stiffened cold formed steel C - sectionsRogers, C.A.; Schuster, R.M.;
Lower cost lightweight cold-formed portal framesvan Rensburg, B.W.J.; de Vos, G.P.;
Modeling of cold-formed purlins-sheeting systemsLucas, R.M.; Al-Bermani, F.G.A.; Kitipornchai, S.;
The modulus of elasticity of steel - is it 200 GPa?Mahendran, M.;
Moment rotation behavior for concrete filled SHS column to composite beam connectionsLee, J.S.; Kwon, Y.B.; Woo, K.S.;
A new AISI cold-formed steel design manualKaehler, Richard; Seaburg, Paul A.;
Non-linear buckling analysis of thin-walled metal columnsDavies, J.M.; Jiang, C.;
Performance of self-tapping screws in lap-shear metal-to-metal connectionsSerrette, Reynaud; Lopez, Victor;
A probabilistic examination of the ultimate strength of cold-formed steel elementsSchafer, Benjamin; Grigoriu, Mircea; Pekoz, Teoman;
Recent research and developments in cold-formed steel design and construction
Residential applications of cold-formed structural members in AustraliaHancock, Gregory J.; Murray, Thomas M.;
Shear behavior of self drilling screws used in low ductility steelDaudet, L. Randy; LaBoube, Roger A.;
Stability of standing seam roof - purlin systemsFisher, James M.; Nunnery, Joe N.;
Steel - the clear cut alternativeHaws, Richard B.;
Strength and stiffness calculation procedures for composite slabsWidjaja, Budi R.; Easterling, W. Samuel;
Strength of flexural members using structural grade 80 of A653 steel (deck panel tests)Wu, Shaojie; Yu, Wei-Wen; LaBoube, Roger A.;
Strength of headed shear studs in cold-formed steel deckLyons, John C.; Easterling, W. Samuel; Murray, Thomas M.;
The strength of partially stiffened stainless steel compression membersReyneke, W.; van den Berg, G.J.;
Structural behavior of circular holes in web elements of cold-formed steel flexural members subjected to web crippling for end-one-flange loadingUphoff, Craig; LaBoube, Roger A.; Yu, Wei-Wen;
Structural design study on a light - gauge steel portal frame with cold-formed sigma sectionsMakelainen, Pentti; Kankaanpaa, Juhani;
Structural detailing of openings in sandwich panelsToma, Ton; Courage, Wim;
A study on the effect of cold forming on the yield strength of stainless steel type 304 - hardness test approachMacdonald, M.; Rhodes, J.; Crawford, M.; Taylor, G.T.;
Towards a numerical procedure for composite slab assessmentWright, Howard D.; Veljkovic, Milan;

1995  TOP

Title Author(s)
Behavior of cold-formed steel roof trussesHarper, Michael M.; LaBoube, Roger A.; Yu, Wei-Wen;
Design of automotive structural components using high strength sheet steels effect of strain rate on the structural strength of cold-formed steel hybrid beamsPan, Chi-Ling; Yu, Wei-Wen;
The effect of flange restraint on web crippling strength of cold-formed steel Z- and I-sectionsCain, Darryl E.; LaBoube, Roger A.; Yu, Wei-Wen;
Metal stud manufacturer's association catalog
Strength of flexural members using structural grade 80 of A653 and grade E of A611 steelsWu, Shaojie; Yu, Wei-Wen; LaBoube, Roger A.;

1994  TOP

Title Author(s)
Analysis and design of continuous sandwich beamsHassinen, Paavo; Martikainen, Lassi;
The analysis of restrained purlins using generalised beam theoryDavies, J.M.; Jiang, C.; Leach, P.;
Axial load capacity of sheeted C and Z membersGlaser, Neil; Kaehler, Richard; Fisher, James;
Behavior and failure mechanism of composite slabsCheng, J.J. Roger; Yam, Michael C.H.; Davison, E.B.;
Behavior of connections between SHS columns & W-section beamsKim, Uk Sun; Lee, Jong Suk; Kwon, Young Bong;
Behavior of web elements with openings subjected to bending, shear and the combination of bending and shearShan, Ming-Yang; LaBoube, Roger A.; Yu, Wei-Wen;
Behaviour of cold-formed SHS beam-columnsSully, Raef M.; Hancock, Gregory J.;
Bending and shear behavior of web elements with openingsShan, M.Y.; LaBoube, Roger A.; Yu, W.W.;
Buckling behaviour of cold-formed thin-walled members by spline finite strip analysisLindner, J.; Guo, Y.L.;
Cold-formed steel sections for transmission towersOdaisky, David; Polyzois, Dimos; Morris, Glenn;
Comparison of a non-linear purlin model with testsRousch, C.J.; Hancock, G.J.;
The compressional behaviour of perforated elementsRhodes, Jim; Schneider, Falk D.;
Core loaded thin-walled sleeved column systemHariharan, S.; Mahadevan, K.; Kalyanaraman, V.;
A design procedure for lipped channel flexural membersMoreyra, Maria E.; Pekoz, Teoman;
Design of a purlin systemDavies, J.M.; Jiang, C.; Quinton, D. St.;
Elastoplastic large deflection analysis of cold-formed members using spline finite strip methodChen, Shi-Lin; Li, Shao-Fu; Fang, Shan-Feng;
Experiments on lipped channel flexural membersMoreyra, Maria E.; Pekoz, Teoman;
Fatigue behaviour of cold-formed steel sectionsHassan, S.K.; Polyzois, D.; Morris, G.;
Finite element studies on lipped channel flexural membersMoreyra, Maria E.; Pekoz, Teoman;
Flexural capacity of continuous span standing seam panels: gravity loadSerrette, R.L.; Pekoz, T.;
Further studies of composite slab strengthTerry, Angela S.; Easterling, W. Samuel;
An innovative cold-formed floor systemHillman, John R.; Murray, Thomas M.;
The lateral torsional buckling strength of cold-formed stainless steel beamsBredenkamp, P.J.; Van Den Berg, G.J.;
Light-gauge engineering in today's marketplace - the challengesFarach, Gene; Grupe Jr., Robert C.;
Local buckling of filled sectionsWright, Howard D.;
Local buckling of stiffened and unstiffened elements under nonuniform compressionKalyanaraman, V.; Jayabalan, P.;
Multiple stiffened deck profilesPapazian, R.P.; Schuster, R.M.; Sommerstein, M.;
Pallet racking using cold-reduced steelDavies, J.M.; Cowen, J.S.;
Perforated webs subjected to end-one-flange loadingLangan, J.E.; LaBoube, Roger A.; Yu, W.W.;
Recent research and developments in cold-formed steel design and construction
Reference section method for local web bucklingSooi, T.K.; Serrette, R.L.; Pekoz, T.;
Residual stresses in cold formed steel sectionsRoy, G.; Mohamedien, M.A.; Polyzois, D.;
Review of concepts concerning bond of steel deckingPatrick, Mark; Bridge, Russell;
Seismic response of single-storey steel buildingsTremblay, R.; Stiemer, S.F.;
Slip and separation at interface of composite slabsAn, Li; Cederwall, Krister;
Stainless steel tubular joints - tests and design of X- and K-joints in circular hollow sectionsRasmussen, Kim J.R.; Hasham, Anthony S.;
Stainless steel tubular joints - tests and design of X- and K-joints in square hollow sectionsRasmussen, Kim J.R.; Young, Ben;
Strength of stiffened plates with openingsMahendran, M.; Shanmugam, N.E.; Liew, J.Y. Richard;
The strength of partially stiffened stainless steel compression membersBuitendag, Y.; Van Den Berg, G.J.;
Structural behavior of perforated web elements of cold-formed steel flexural members subjected to web crippling and a combination of web crippling and bendingLangan, James E.; LaBoube, Roger A.; Yu, Wei-Wen;
Stub column study using welded, cold-reduced steelDaudet, L. Randy; Klippstein, K.H.;
Study on the load-bearing capacity of cold-formed sigma purlinsLaine, Markku; Makelainen, Pentti;
Tensile and bearing capacities of bolted connectionsCarril, Jeffrey L.; LaBoube, Roger A.; Yu, Wei-Wen;
Tests of purlins with concealed fixed sheetingHancock, Gregory; Celeban, Michael; Healy, Chris;
Tests of thin-walled concrete-filled steel tubesO'Shea, Martin D.; Bridge, Russell Q.;
Ultimate behaviour of trapezoidal steel sheets in bendingLandolfo, Raffaele; Mazzolani, Federico M.;
Web crippling of stainless steel cold-formed beamsKorvink, S.A.; Van Den Berg, G.J.;

1993  TOP

Title Author(s)
Design of automotive structural components using high strength sheet steels effect of strain rate on the structural strength and crushing behavior of cold-formed steel stub columnsPan, Chi-Ling; Yu, Wei-Wen;
Flexural behavior of web elements with openingsShan, M.Y.; LaBoube, Roger A.; Yu, Wei-Wen;
Preliminary design guide for cold-formed steel c- and z-membersCommittee on Specifications for the Design of Cold-Formed Steel Structural Members;

1992  TOP

Title Author(s)
The 1989 edition of the Canadian cold formed steel design standardSchuster, Reinhold M.;
Activities of the center for cold-formed steel structuresYu, Wei-Wen; LaBoube, Roger A.;
Axial load capacity of sheeted cold-formed c and z membersGlaser, Neil J; Kaehler, Richard C; Fisher, James M;
Behavior of arc spot weld connections in tensionLaBoube, Roger A.; Yu, W.W.;
Bending strength of beams with non-linear analysisSalmi, Pekka; Talja, Asko;
The bi-axial behaviour of shear connectors in composite slabs and beamsDuffy, Chris T.; O'Leary, David; Montourcy, Michel;
The buckling behaviour of hollow flange beamsHeldt, T.J.; Mahendran, M.;
Calibration of a bending model for cold-formed sectionsDe Martino, A.; Ghersi, A.; Landolfo, R.; Mazzolani, F.M.;
Composite slabs analyzed by block bending testAn, Li; Cederwall, Krister;
Contrasting behaviour of thin steel roof claddings uder simulated cyclonic wind loadingMahendran, M.;
Design of automotive structural components using high strength sheet steels influence of strain rate on the mechanical properties of sheet steels and structural performance of cold-formed steel membersPan, Chi-Ling; Yu, Wei-Wen;
Design of automotive structural components using high strength sheet steels mechanical properties of materialsPan, Chi-Ling; Yu, Wei-Wen;
Design of channels against distortional bucklingKwon,Y.B.; Hancock, G.J.;
Design of C-sections against deformational lip bucklingBuhagiar, D.; Chapman, J.C.; Dowling, P.J.;
Distortional buckling of cold-formed steel Z-section columnsCharnvarnichborikarn, P.; Polyzois, D.;
Down-aisle stability of rack structuresDavies, J. Michael;
Education in cold-formed steel structures - lifelong learningJohnson, Albert L.;
The effect of flange restraint on web crippling strengthBhakta, Bhavnesh H.; LaBoube, Roger A.; Yu, Wei-Wen;
An experimental study of shear wall unitsTanaka, Atsuo; Masuda, Hiroshi; Sakae, Kazumi; Tumori, Tutomu;
Experimental investigations of I-beamsChen, Shang-Jian; Fang, Shan-Feng;
Flexibly connected thin-walled space frame stabilityChandramouli, Sundar; Wang, Shien T.; Blandford, George E.;
Flexural capacity of discretely braced C's and Z'sEllifritt, Duane; Sputo, Thomas; Haynes, Jack;
Influence of deformed metal decking composite floors to beam-column connectionsXiao, Y.; Nethercot, D.A.; Choo, B.S.;
Lateral buckling of singly symmetric beamsPekoz, Teoman;
The lateral torsional buckling strength of cold-formed stainless steel lipped channel beamsBredenkamp, P.J.; Van Den Berg, G.J.; Van Der Merwe, P.;
Local and distortional buckling of thin-walled beamsSerrette, Reynaud; Pekoz, Teoman;
New ASCE standards for cold-formed steel deck slabsPorter, Max L.;
Observations and comments pertaining to CAN/CSA-S136-M89Dinovitzer, Aaron S.; Sohrabpour, Majid; Schuster, Reinhold M.;
On design of profiled sheets with varying cross sectionsHorvath, Laszlo; Nemeti, Miklos; Veroci, Bela;
Prediction of corner mechanical properties for stainless steels due to cold formingVan Den Berg, G.J.; Van Der Merwe, P.;
Profiled sheet behaviour under concentrated loadSalaheldin, Mohsen M.; Schmidt, Lewis C.;
Properties for cellular decks in negative bendingLuttrell, L.D.; Balaji, K.;
Racking performance of plasterboard-clad steel stud wallsGolledge, B.; Clayton, T.; Reardon, G.;
Recent developments in cold formed steelDannemann, Robert W.;
Recent research and developments in cold-formed steel design and construction
Repeated point loading tests on composite slabsItoh, Yoshimitsu; Komori, Kiyoshi; Fujioka, Hiroshi;
Shah Alam Sports Complex design and construction of unistrut space-frame roof structureMhaimeed, Khaldoun; Hsiao, Sun Chien;
Shear and combined bending and shear behavior of web elements with openingsShan, M.Y.; LaBoube, Roger A.; Yu, Wei-Wen;
Shear resistance of walls with steel studsKlippstein, Karl H.; Tarpy, Thomas S. Jr.;
Some applications of generalized beam theoryDavies, J. Michael; Leach, Philip;
Stainless steel tubular beams - tests and designRasmussen, Kim J.R.; Hancock, Gregory J.;
Testing and design of bolted connections in cold formed steel sectionsZadanfarrokh, F.; Bryan, E.R.;
Test of a full scale roof trussGuo, Yao-Jie; Fang, Shan-Feng;
Tests of continuous purlins under downwards loadingHancock, Gregory; Celeban, Michael; Healy, Chris;
Tests of profiled steel decks with V-stiffenersBernard, E.S.; Bridge, R.Q.; Hancock, G.J.;
Tests on full-scale roofing systemsMoore, D.B.;
Thermal shielding near intermediate supports of continuous span composite slabsBoth, Kees; Stark, Jan W.B.; Twilt, Leen;
Unstiffened elements - some interesting featuresRhodes, Jim;

1991  TOP

Title Author(s)
Design of automotive structural components using high strength sheet steels structural strength of cold-formed steel beams under dynamic loadsPan, Chi-Ling; Yu, Wei-Wen;
Effect of flange restraint on web crippling strengthBhakta, B.; LaBoube, Roger A.; Yu, Wei-Wen;
Flexural behavior of web elements with openingsShan, M.Y.; Batson, K.D.; LaBoube, Roger A.; Yu, Wei-Wen;
Flexural behavior of web elements with openingsBatson, K.D.; LaBoube, Roger A.; Yu, Wei-Wen;
Illustrative examples based on the ASCE standard specification for the design of cold-formed stainless steel structural membersLin, Shin-Hua; Yu, Wei-Wen; Galambos, Theodore V.;
LRFD cold-formed steel design manualAmerican Iron and Steel Institute;
Tensile strength of welded connectionsLaBoube, R.A.; Yu, Wei-Wen;
Web crippling behavior of sections with web openingsLangan, J.E.; LaBoube, R.A.; Yu, Wei-Wen;

1990  TOP

Title Author(s)
The 1989 addendum to the AISI specificationErrera, Samuel J.;
The analysis of composite slabs with profiled sheeting using a computer based semi-empirical partial interaction approachDaniels, Byron J.; O'Leary, David; Crisinel, Michel;
ASCE LRFD method for stainless steel structuresLin, Shin-Hua; Yu, Wei-Wen; Galambos, Theodore V.;
Behaviour of channel beams with unbraced compression flangesSeah, L.K.; Rhodes, J.;
Bending behaviour of double-C thin walled beamsDeMartino, A.; Ghersi, A.; Mazzolani, F.M.;
Center for cold-formed steel structuresJohnson, Albert L.;
Cold-formed steel products in material handling system projects: Indian experienceThakkar, Manhar C.;
A comparison of finite element nonlinear analyses with tests of stressed arch framesClarke, Murray J.; Hancock, Gregory J.;
Current research on cold-formed steel structuresBlandford, George E.;
Deflections for composite steel deck floorsLamport, W.B.; Porter, M.L.;
Design formulas for biaxially loaded thin-walled steel box columnsShanmugam, N.E.; Liew, J.Y. Richard; Lee, S.L.;
Design of automotive structural components using high strength sheet steels effect of strain rate on material properties of sheet steels and structural strengths of cold-formed steel membersKassar, Maher; Yu, Wei-Wen;
Design of automotive structural components using high strength sheet steels structural strength of cold-formed steel members under dynamic loadsPan, Chi-Ling; Yu, Wei-Wen;
Design of automotive structural components using high strength sheet steels structural strengths of cold-formed steel members under dynamic loadsKassar, Maher; Yu, Wei-Wen;
Design of cold-formed steel screw connectionsPekoz, Teoman;
Development and verification of a structural system using cold-formed steel wall studsdiGirolamo, E.R.; Pekoz, T.; Bond, T.;
The effect of workhardening and residual stresses due to cold work of forming on the strength of cold-formed stainless steel lipped channel sectionsCoetsee, J.S.; Van den Berg, G.J.; Van der Merwe, P.;
Effective width in elastic post-buckling of thin flangesDannemann, Robert W.;
Effect of strain rate on cold-formed steel stub columnsKassar, M.; Yu, W.W.;
Experimental study on the lateral buckling behaviour of cold-formed beamsDjugash, A.C.R.; Kalyanaraman, V.;
Lateral torsional buckling strength of doubly symmetric stainless steel beamsVan Wyk, M.L.; Van den Berg, G.J.; Van der Merwe, P.;
Load and resistance factor design of cold-formed steel reliability based criteria for cold-formed steel membersHsiao, Ling-En; Yu, Wei-Wen; Galambos, Theodore V.;
Long-spanning composite members with steel deckingPatrick, Mark;
Main features of the P.R.C. Specification, GBJ18-87Zhang, Zhong-Quan;
A method for determining the strength of Z- and C-purlin supported standing seam roof systemsBrooks, Steven D.; Murray, Thomas M.;
A model for the behavior of thin-walled flexural members under concentrated loadsBakker, Monique; Pekoz, Teoman; Stark, Jan;
Moment-rotation characteristics of purlin connectionsMoore, D.B.;
New Czechoslovak standard for cold-formed steel structuresStudnicka, Jiri;
New standards for cold-formed steel deck with concretePorter, Max L.;
A numerical model for fire-exposed composite steel/concrete slabsHamerlinck, Ralph; Twilt, Leen; Stark, Jan;
Optimal orientation of corrugations in beam websBelyaev, Vladislav; Mikhailova, Tatyana;
Pull-over strength of screws in simulated building testsEllifritt, Duane S.; Burnette, Robert;
Recent research and developments in cold-formed steel design and construction
A review of composite slab designWright, Howard D.; Evans, H. Roy;
Safety indexes for shear-bond failure of composite slabsMcCuaig, Laurence A.; Schuster, Reinhold M.;
A simple semi-analytical, semi-numerical approach to thin-walled structures stability problemsRhodes, James; Khong, P.W.;
Stability of arched roof made of profiled steel sheetingMakelainen, Pentti; Hyvarinen, Juha;
Stainless steel tubular columns - tests and designRasmussen, Kim J.R.; Hancock, Gregory J.;
Strength evaluation of strut-purlinsHatch, Gerald L.; Easterling, W. Samuel; Murray, Thomas M.;
Strength of composite slabsYoung, Craig Steven; Easterling, W. Samuel;
Studies on the behavior of cold-formed steel wall stud assembliesMiller, Thomas H.; Pekoz, Teoman;
A study of cold-formed Z-section steel members under axial loadingPurnadi, Rene W.; Tassoulas, John L.; Polyzois, Dimos;
Tests of purlins with screw fastened sheeting under wind upliftHancock, G.J.; Celeban, M.; Healy, C.; Georgiou, P.N.; Ings, N.L.;
Tubular T-joints subject to combined actionsZhao, Xiao-Ling; Hancock, Gregory J.;
Uplift behavior of purlin systems having discrete bracesLaBoube, Roger A.; Golovin, M.;
Web crippling of wide deck sectionsStudnicka, Jiri;
Wide lips - a problem with the 1986 AISI codeWillis, Christopher T.; Wallace, Benjamin J.;

1989  TOP

Title Author(s)
Design of automotive structural components using high strength sheet steels the effect of strain rate on compressive mechanical properties of sheet steelsKassar, Maher; Yu, Wei-Wen;
Design of automotive structural components using high strength sheet steels the effect of strain rate on mechanical properties of sheet steelsKassar, Maher; Yu, Wei-Wen;
Load and resistance factor design of cold-formed steel load and resistance factor design specification for cold-formed steel structural members with commentaryHsiao, Ling-En; Yu, Wei-Wen; Galambos, Theodore V.;

1988  TOP

Title Author(s)
AISI LRFD method for cold-formed steel structural membersHsiao, Ling-En; Yu, Wei-Wen; Galambos, Theodore V.;
ASCE design standard for stainless steel structuresLin, Shin-Hua; Yu, Wei-Wen; Galambos, Theodore V.;
Axial capacity of concrete infilled cold-formed steel columnsLin, C.Y.;
Behavior of continuous span purlin systemsLaBoube, Roger A.; Golovin, M.; Montague, D.J.; Perry, D.C.; Wilson, L.L.;
Cold-formed steel Z-sections under axial loadPolyzois, D.; Sudharmapal, A.;
Composite diaphragm behavior and strengthEasterling, W. Samuel; Porter, Max L.;
Compression tests of cold-formed steel columnsWeng, C.C.; Pekoz, Teoman;
Computer aids for the design of cold-formed steel structural membersSeaburg, Paul A.;
Current research on cold-formed steel structuresBlandford, George E.; Chowdhury, Asadul H.;
Design of automotive structural components using high strength sheet steels structural strength of cold-formed steel I-beams and hat sections subjected to web crippling loadLin, Shin-Hua; Hsiao, Ling-En; Pan, Chi-Ling; Yu, Wei-Wen;
Design of cold-formed stainless steel structural members proposed allowable stress design specification with commentaryLin, Shin-Hua; Yu, Wei-Wen; Galambos, Theodore V.;
Design of cold-formed steel columnsPekoz, Teoman;
Development and design analysis of a new purlin systemRhodes, J.; Zaras, J.;
Developments and future needs in welding cold-formed steelAlbrecht, R.E.;
Distortional buckling tests of cold-formed channel sectionsLau, Sammy C.W.; Hancock, Gregory J.;
Evolving AISI design provisions -- an overviewJohnson, Albert L.;
High strength steel members with unstiffened compression elementsPan, L.C.; Yu, W.W.;
Industrialized housing with cold-formed sheet-steel elementsBats, J.O.; Janssen, J.F.G.;
The interaction of shear diaphragms and diagonal bracingJankowski, Walter A.; Sherman, Donald;
Load and resistance factor design of cold-formed stainless steel statistical analysis of material properties and development of the LRFD provisionsLin, Shin-Hua; Yu, Wei-Wen; Galambos, Theodore V.;
Load and resistance factor design of cold-formed steel comparative study of design methods for cold-formed steelHsiao, Ling-En; Yu, Wei-Wen; Galambos, Theodore v.;
Load and resistance factor design of cold-formed steel load and resistance factor design specification for cold-formed steel structural members with commentaryHsiao, Ling-En; Yu, Wei-Wen; Galambos, Theodore V.;
Low-strain-hardening ductile-steel cold-formed membersMacadam, J.N.; Brockenbrough, R.L.; LaBoube, Roger A.; Pekoz, T.; Schneider, E.J.;
New design method for cold-formed purlinsSoetens, F.; Toma, A.W.;
Nonlinear analysis of cold-formed sections using the finite strip methodKey, Peter W.; Hancock, Gregory J.;
Nonlinear analysis of steel space trussesWang, Shien T.; Blandford, George E.; Hill, Christopher D.;
Probabilistic evaluation of test resultsPekoz, Teoman; Hall, W. Brent;
Profiled steel sheeting and composite actionBode, Helmut; Kunzel, Roland; Schanzenbach, Johannes;
Recent research and developments in cold-formed steel design and construction
Repeated point loading on composite slabsMcCuaig, Laurence A.; Schuster, Reinhold M.;
Residual stresses in cold-formed steel membersWeng, C.C.; Pekoz, Teoman;
Selecting the optimum lipped channel beamChang, Nae-Sheng; Ellifritt, Duane S.;
Some studies on cold-formed steel sections with web openingsSivakumaran, K.S.;
Strength of bolted connections: is it bearing or net section?LaBoube, Roger A.;
Strength of cold-formed steel box columnsShanmugam, N.E.; Chiew, S.P.; Lee. S.L.;
Strength of composite cold-formed steel-concrete beamsNguyen, Richard P.;
The structural design of light gauge silo hoppersRotter, J. Michael;
Structural behaviour of a stressed arch structural systemHancock, Gregory; Key, Peter; Olsen, Chris;
Test procedures for the design of cold-formed steel structural members, connections, and assembliesKlippstein, Karl H.;
Theory of cold-formed steel purlin/girt flexureHaussler, Robert W.;
The torsional flexural buckling strength of cold-formed stainless steel columnsVan den Berg, G.J.; Van der Merwe, P.;
To the load carrying capacity of cold-formed purlinsLindner, Joachim;
Two-way analysis of steel-deck floor slabsPorter, Max L.;
Warping restraint, member stability and standardsMoore, D.B.; Currie, D.M.;

1987  TOP

Title Author(s)
Design of automotive structural components using high strength sheet steels structural behavior of members consisting of flat and curved elementsParks, M. Brad; Yu, Wei-Wen;
Steel deck institute diaphragm design manual, 2nd editionSteel Deck Institute;

1986  TOP

Title Author(s)
AISI's 1986 cold-formed steel design specification -- an overviewJohnson, Albert L.;
Aluminum-zinc alloy coated steel for composite slabsSchurter, Paul G.; Schuster, Reinhold M.;
The analysis of sandwich panels with profiled facesDavies, J. Michael;
Behavior of nested z-shaped purlinsRobertson, Gregory W.; Kurt, Carl E.;
The behaviour of thin-walled I-section columns after local bucklingLoughlan, J.; Nabavian, M.;
Buckling strength of platesSun, Zu-long;
The Canadian LRFD standard for cold formed steel designFox, S.R.; Schuster, R.M.; Tarlton, D.L.;
Cold-formed steel compression members embedded in grainSabry, Ahmed; Abdel-Sayed, George;
Cold-formed steel construction in the People's Republic of ChinaZhong-Quan, Zhang;
Cold-formed steel design manualAmerican Iron and Steel Institute;
Column behaviour of cold-formed hollow sectionsKey, P.W.; Hasan, S.W.; Hancock, G.J.;
Composite slabs subjected to repeated point loadingSchuster, Reinhold M.; Suleiman, Ramadan E.;
Computer aided analysis of thin walled structural components subjected to axial and bending crush loadsMahmood, H.F.; Abed, S.H.;
Current research on cold-formed steel structuresChowdhury, Asadul H.;
Design of a cold formed section portal frame building systemKirk, Philip;
Design of automotive structural components using high strength sheet steels: web crippling of cold-formed steel beamsChiravut Santaputra; Yu, Wei-Wen;
Development of a unified approach to the design of cold-formed steel membersPekoz, Teoman;
Development of a unified approach to the design of cold-formed steel membersPeköz, Teoman;
Earthquake response of locally buckled framesBlandford, George E.; Glass, Gordon C.;
Features of AISI's 1986 cold-formed steel design manualClauer, Calvin Robert;
Flexural-torsional buckling of storage rack columnsHancock, G.J.; Roos, O.;
Highlights of new ASCE standard on composite slabsPorter, Max L.;
Inelastic flexural stability of corrugationsCary, Raymond L.;
Literature survey of cold-formed structuresLaBoube, Roger A.;
Local buckling of curved elementsParks, M.B.; Santaputra, C.; Yu, W.W.;
MBMA's new low-rise building systems manualPerry, Dale C.; Nunnery, Joe N.;
Methods for predicting strength in composite slabsLuttrell, L.D.;
Moment redistribution in profiled sheetingTsai, Yung-Min; Crisinel, Michel;
The new european recommendations for the design of light gauge steel membersThomasson, Per O.;
On the behavior and design of thin-walled columns having doubly symmetric sectionsSridharan, Srinivasan;
On the strength and stability of light gauge silosRotter, John Michael;
Post-yielding strength of cold-formed steel flexural membersYener, M.;
Recent research and developments in cold-formed steel design and construction
Reformatting the AISI cold-formed steel design specificationPinkham, Clarkson W.;
Treatment of buckling in the new British codeRhodes, J.;
Verification of 1986 AISI provisions for purlin designElhouar, Souhail; Murray, Thomas M.;
Web crippling of multi-web deck sections subjected to interior one flange loadingWing, B.A.; Schuster, R.M.;
Web crippling strength of high strength steel beamsSantaputra, C.; Parks, M.B.; Yu, W.W.;

1985  TOP

Title Author(s)
Design of automotive structural components using high strength sheet steels - results and evaluation of stub column tests for unstiffened curved elementsBrad Parks; Yu, Wei-Wen;
Load and resistance factor design of cold formed steel comparative study of design methods for cold formed steelBrian K. Snyder; Lan-Cheng Pan; Yu, Wei-Wen;
Load and resistance factor design of cold-formed steel revised tentative recommendations - load and resistance factor design criteria for cold-formed steel structural members with commentaryGalambos, T.V.; Yu, Wei-Wen;

1984  TOP

Title Author(s)
Analysis of locally buckled thin-walled columnsMulligan, Gale P.; Pekoz, Teoman;
Buckling of plates containing openingsChow, Fong-Yen; Narayanan, Rangachari;
Cold formed steel in folded truss decksDannemann, Robert W.;
Comparative study of load and resistance factor design versus allowable stress designSnyder, Brian K.; Pan, Lan-Cheng; Yu, Wei-Wen;
Criteria for connection spacing in cold-formed steelYener, Muzaffer;
Design aids for stiffened channelsCran, James A.; Williams, Joseph;
Designing fire protecton for steel beamsAmerican Iron and Steel Institute; Subcommittee on Fire Technology of hte Committee on Construction Codes and Standards;
Design of automotive structural components using high strength sheet steels - structural behavior of beam webs subjected to web crippling and a combination of web crippling and bendingSantaputra, Chiravut; Yu, Wei-Wen;
Distortional buckling of steel storage rack columnsHancock, Gregory J.;
Earthquake resistance of industrial steel storage racksChen, C.K.; Scholl, R.E.;
Earthquake resistance of light-gauge steel framesOno, Testuro;
The effect of end supports on the behavior of braced girts and purlinsPolyzois, D.; Birkemoe, P.C.;
European recommendations for mechanical connections in thin-walled structural steel elementsToma, A.W.;
Evaluation of elastically restrained compression flanges of cold-formed c-shaped sectionsGarrett, J.H.; Haaijer, G.; Klippstein, K.H.;
Geometric nonlinear dynamic analysis of locally buckled framesBlandford, George E.; Wang, Shien T.; Wang, Neng T.;
How to ensure quality construction in light steel framingBoyd, J. Patrick; Clauer, C.R.; Traw, J.S.; Wootton, D.R.;
Inelastic torsional-flexural buckling of cold-formed open section under eccentric loadDejin, Jang; Shaofan, Chen;
Influence of manufacturing technology on cold formed structural membersHalmos, George T.;
Light-weight steel based floor systems for multi-storey buildingsBaehre, R.; Urschel, H.;
Load and resistance factor design of cold-formed steel structural membersGalambos, Theodore V.; Yu, Wei-Wen;
Load carrying capacity of z-purlins with a.c. sheet claddingNatarajan, P.R.; Djugash, A.C.R.; Seetharaman, S.;
Local buckling in curved box membersHarik, Issam E.; Ekabaram, Raghuram;
Non-uniformly compressed stiffened elementsKalyanaraman, V.; Ramakrishna, P.;
Recent research and developments in cold-formed steel
Reliability verification using service loadsHall, W. Brent; Nowak, Andrzej S.;
Response of frames having thin-walled columnsSridharan, S.; Ali, M.A.;
Shear-bond strength of studded steel deck slabsPorter, Max L.; Greimann, Lowell F.;
Shear resistance of steel stud wall panels: a summary reportTarpy, Jr., Thomas S.;
Simplified design approach for laterally braced purlins subjected to wind upliftLaBoube, Roger A.;
Strength formulations for composite slabsLuttrell, L.D.; Prasannan, S.;
Strength of biaxially compressed perforated platesNarayanan, Rangachari; Chow, Fong-Yen;
Stress concentrations in the joints of a ladder frame subjected to torsionMegson, T.H.G.; Ergatoudis, J.; Datoo, M.H.;
Teaching cold-formed steel design in the 80sBasu, P.K.;

1983  TOP

Title Author(s)
Cold-formed steel design manualAmerican Iron and Steel Institute;
Design of automotive structural components using high strength sheet steelsYu, Wei-Wen; Santaputra, C.; Parks, M.B.;
Design of automotive structural components using high strength sheet steels preliminary study of members consisting of flat and curved elementsBrad Parks; Yu, Wei-Wen;
Design of automotive structural components using high strength sheet steels-strength of beam websChiravut Santaputra; Yu, Wei-Wen;
The influence of local buckling on the structural behavior of singly-symmetric cold-formed steel columnsMulligan, Gale P.; Pekoz, Teoman;
Laterally unsupported purlins subjected to upliftLaBoube, Roger A.;
Testing of steel roof deck constructionPan, L.C.; Lin, S.H.; Yu, Wei-Wen;

1982  TOP

Title Author(s)
AISI design criteria for bolted connectionsYu, Wei-Wen;
Analysis of local plate buckling experimental dataVenkataramaiah, K.R.; Roorda, J.;
Behavior of C- and Z-purlins under wind upliftPekoz, Teoman; Soroushian, Parviz;
Buckling of eccentrically loaded curved panelsSokol Jr., Ted T.;
Buckling strength of cold-formed steel curved panelsJorgenson, James L.; Chowdhury, Asadul H.;
Cold formed standard steel products in a low cost house construction methodDannemann, Robert W.;
Cold-formed steel: research to designJohnson, Albert L.;
Cold formed steel applications abroadBaehre, Rolf; Bryan, Eric R.; He, Bao-Kang; Moreau, Gerard; Pekoz, Teoman; Sakae, Kazumi;
Combined compression and lateral loads on load bearing steel stud wallsSchurter, Paul G.; Schuster, Reinhold M.; Zakrzewski, Andrew S.;
Comparison of methods predicting diaphram behaviorLiedtke, Paul E.; Sherman, Donald R.;
Composite cold-formed steel-concrete structural systemAbdel-Sayed, George;
Composite steel deck diaphragm slabs -- design modesPorter, Max L.; Greimann, Lowell F.;
Diaphragm strength of composite roof systemLaBoube, Roger A.; Fisher, James M.;
Dynamic behavior of locally buckled framesBlandford, George E.; Wang, Shien T.; Wang, Neng T.;
Eccentric connection of cold-formed steel rack structureYamasaki, Tokuya; Yamamoto, Noboru; Mochinaga, Tsunemi;
Effective lengths for laterally unbraced compression flanges of continuous beams near intermediate supportsGarrett, Jr., J.H.; Haaijer, G.; Klippstein, K.H.;
An exploratory study on the behavior of cold-formed steel wall studsZhang, Yaochun; Pekoz, Teoman;
An exploratory study on the behavior of cold-formed steel wall studsZhang, Yaochun; Pekoz, Teoman;
Flexural buckling in cold-formed steel structural membersLorincz, Peter;
Interactive buckling in thinwalled columnsSridharan, Srinivasan; Benito, Rafael;
Periods for seismic design of industrial storage racksChen, C.K.; Scholl, R.E.;
The post buckling behaviour of bending elementsRhodes, J.;
Practical grain bin design manufacturing and erection considerationsHalmos, George T.; Koens, G. Peter;
Probability analysis of cold-formed steel structuresGrigoriu, Mircea; Pekoz, Teoman;
Purlin failures in the vicinity of lap joints and internal supportsKavanagh, K.T.;
Recent research and developments in cold-formed steel design and construction
Reliability of electric cables and conduit supportsNowak, Andrzej S.; Regupathy, Peria V.;
Shear-bond capacity of composite slabsSeleim, S.S.; Schuster, R.M.;
Shear resistance of steel-stud wall panelsTarpy, Jr., Thomas S.; Girard, Joseph D.;
Sidor's design aids for cold-formed steel beams and columnsGutierrez, R. Arnaldo; Espinoze, O. Jorge;
The strength of cold-formed portal framesBaigent, A.H.; Hancock, G.J.;
Teaching cold-formed steel design to technologistsKeplar, Richard K.; Estes, Jr., Edward R.;
Ultimate moment capacity of thin-walled cold-formed members of vehicular structuresMonasa, Frank; Chipman, Timothy;
Web crippling of decks subjected to two flange loadingWing, B.A.; Schuster, R.M.;

1981  TOP

Title Author(s)
Behavior of C- and Z-purlins under wind upliftPekoz, Teoman; Soroushian, P.;
Bolted Connections in Cold Formed Steel StructuresYu, Wei-Wen; Randall L. Mosby;
Designing fire protection for steel trussesSubcommittee on Fire Technology of the Committe on Construction Codes and Standards; American Iron and Steel Institute;
Fire protection through modern building codes, 5th editionBoring, Delbert F.; Spence, James C.; Wells, Walter G.;
Fire resistance ratings of load-bearing steel stud wallsSubcommittee on Fire Technology of the Committee on Construction Codes and Standards;
Steel deck institute diaphragm design manual, 1st editionSteel Deck Institute;
Web crippling and combined web crippling and bending of steel decksYu, Wei-Wen;

1980  TOP

Title Author(s)
AISI's cold-formed steel design specification - recent changesJohnson, Albert L.;
Analysis of closed section thin-walled beams subjected to partially restrained warpingMegson, T.H.G.; Ergatoudis, J.; Nuttall, J.;
Behavior and design of continuous girts and purlinsPolyzois, Dimos; Birkemoe, Peter C.;
Behavior of cold-formed steel studs in fire testsKlippstein, K.H.;
Bending strength of cold-formed steel longitudinally reinforced beam websNguyen, Phung; Yu, Wei-Wen;
Coating effects of cold-formed steel deck slabsPorter, M.L.; Ekberg, C.E.;
Compressional behaviour of thick plate elementsRhodes, J.; Marshall, I.H.;
Design for manufacturabilityHalmos, George T.;
The design of adjustable storage shelvesRhodes, James; King, William; Harvey, James M.;
Doubly corrugated barrel cold-formed steel shellsAbdel-Sayed, G.; Pierce, G.L.; Siddall, W.D.;
The effects of frictional restraint on the stability of a simple strutGodley, M.H.R.;
Elastic modulus of cold-formed sheet steelVenkataramaiah, K.R.; Roorda, J.; Srinivasaiah, K.R.;
Energy considerations in low-rise steel buildingsMachaj, Edward W.; Zakrzewski, Andrew S.;
Engineering education on cold-formed steel designSeaburg, Paul A.;
European recommendations for cold-formed sheet steel in buildingBryan, E.R.;
Experimental study of the behavior of cable trays used in nuclear power plant applicationsPinjarkar, Suresh G.;
Fatigue behavior of sheet-steel fabrication detailsKlippstein, K.H.;
Inelastic load carrying capacity of cold-formed steel beamsYener, Muzaffer; Pekoz, Teoman;
Intermediate stiffeners for thin-walled membersDesmond, T.P.; Pekoz, T.; Winter, G.;
Lateral bracing of locally buckled columnsWang, Shien T.; Pao, Hung-Y; Ekambaram, Raghuram;
Light gage space structures with prestressingZetlin, Lev;
Load and resistance factor design of cold-formed steel : tentative recommendation - load and resistance factor design criteria for cold-formed steel structural members and commentary thereonGalambos, T.V.; Yu, Wei-Wen;
Mechanical interlocking capacity of composite slabsSchuster, R.M.; Ling, W.C.;
Post-buckling behaviour of bi-axially loaded platesSupple, William J.; Wicks, Philip J.;
Post-buckling shear strength of a cold-formed steel joistSuter, G.T.; Humar, J.L.;
Seismic response of industrial steel storage racksChen, C.K.; Scholl, R.E.; Blume, J.A.;
Shear resistance of steel-stud wall panelsTarpy, Jr., Thomas S.;
Simple design analysis of lipped channel columnsRhodes, J.; Loughlan, J.;
Stability of unbraced pallet racksDavies, J. Michael;
State of the art - cylindrical cold-formed steel farm structuresAbdel-Sayed, George; Fung, Ching; Monasa, Frank;
The strength of cold-formed steel columnsDat, Du Thinh; Pekoz, Teoman;
Theoretical and physical evaluations of steel shear diaphragmsHuang, Hsin-Tien; Luttrell, Larry D.;
T-joints made of rectangular tubesKato, Ben; Nishiyama, Isao;
Ultimate strength of cold-formed steel z-purlinsRazak, M.A.A.; Pekoz, Teoman;
Welded connections in cold-formed sectionsStark, Jan W.B.; Soetens, Frans;
Welding of sheet steelPekoz, Teoman; McGuire, William;

1979  TOP

Title Author(s)
Load and resistance factor design of cold formed steel-calibration of the design provisions on connections and axially loaded compression membersTrinh-Ngoc Rang; T.V. Galambos; Yu, Wei-Wen;
Load and resistance factor design of cold formed steel-calibrations of the design provisions on laterally unbraced beams and beam-columnsTrinh-Ngoc Rang; T.V. Galambos; Yu, Wei-Wen;
Load and resistance factor design of cold-formed steel statistical analysis of mechanical properties and thickness of materials combined with calibrations of the AISI design provisions of unstiffened compression elements and connectionsRang, Trinh-Ngoc; Galambos, T.V.; Yu, Wei-Wen;
Load and resistance factor design of cold-formed steel study of design formats and safety index combined with calibration of the AISI formulas for cold work and effective design widthRang, Trinh-Ngoc; Galambos, T.V.; Yu, Wei-Wen;

1978  TOP

Title Author(s)
Tests on puddle weld connectionsStruble, J.W.; Pekoz, T.; McGuire, W.;
Tests on puddle weld connectionsStruble, J.W.; Pekoz, T.; McGuire, W.;
Webs for cold formed steel flexural members structural behavior of beam webs subjected primarily to shear stressYu, Wei-Wen; LaBoube, Roger A.;
Webs for cold formed steel flexural members structural behavior of beam webs subjected to a combination of bending and shearLaBoube, Roger A.; Yu, Wei-Wen;
Webs for cold-formed steel flexural members structural behavior of beam webs subjected to bending stressYu, Wei-Wen; LaBoube, Roger A.;
Webs for cold formed steel flexural members structural behavior of beam webs subjected to web crippling and a combination of web crippling and bendingYu, Wei-Wen; Nipon Hetrakul;
Webs for cold formed steel flexural members structural behavior of longitudinally reinforced beam websYu, Wei-Wen; Phung Nguyen;
Webs for cold formed steel flexural members structural behavior of transversely reinforced beam websYu, Wei-Wen; Phung Nguyen;

1976  TOP

Title Author(s)
Bolted connections in cold-formed steel structuresMosby, Randall L.; Yu, Wei-Wen;
Interpretation of tests on welded light gage steel connectionsShephard, Mark; Pekoz, Teoman; Winter, George;
Mechanical connections in cold-formed steel: comprehensive test procedures and evaluation methodsFraczek, John; Winter,G.; Pekoz, T.;
Non-linear finite element analysis of light gage steel shear diaphragmsAtrek, Erdal; Nilson, Arthur H.;

1975  TOP

Title Author(s)
Continuous purlin testsPekoz, T.;
Inelastic reserve capacity of cold-formed beams with stiffened compression elementsReck, Hans Peter; Pekoz, Teoman; Winter, George;
Interpretation of tests on welded light gage steel connectionsShephard, Mark; Pekoz, Teoman; Winter, George;
Study of cold-formed steel structural members made of thick sheets and platesMcKinney, William M.; Liu, Victor Ai-Shen; Yu, Wei-Wen;

1973  TOP

Title Author(s)
Analysis of drive-in and drive-thru storage racksSalmon, M.A.; Welch, R.E.; Longinow, A.;
Analysis of light gage steel shear diaphragmsNilson, Arthur H.;
Analysis of light gage steel shear diaphragms part IIAmmar, Albert R.; Nilson, Arthur H.;
Automated design of continuous cold formed beamsChong, Ken P.; Harris, David M.;
Behavior of light gage diaphragms coupled with x-bracingFisher, James M.; Johnson, Donald L.;
Bending strength of deep corrugated steel panelsJorgenson, James L.; Chern, Chingmiin;
Box beam stiffening using cold formed decksHeins, Conrad P.; Blank, David;
Buckling of diaphragm-braced columns of unsymmetrical sections and application to wall studs designSimaan, Amir; Winter, George; Pekoz, Teoman;
Cold-formed steel framing with gypsum facingThulin, Jr., Frederick A.; Lutfallah, John L.;
Cold-formed steel rack structuresPekoz, T.; Winter,G.;
Cold-formed steel wall stud designSimaan, A.; Pekoz, T.;
Composite slabs with steel deck panelsLuttrell, Larry D.; Davison, James H.;
Connection strength in thin metal roof structuresHaussler, Robert W.; Pabers, Richard F.;
Current research and design trends
Design criteria for steel transmission polesGaylord, Edwin H.;
Developments and application of lightweight steel components in housingZakrzewski, A.S.;
Diaphragm braced thin-walled open sections and design of wall studsSimaan, A.; Pekoz, T.;
Drift control with light gauge steel infill panelsMiller, Craig J.;
Dynamic response of thin-walled beamsDreisbach, Rodney L.; Moody, Martin L.; Iverson, James K.;
Effect of semi-rigid connection to steel column of cold-formed perforated singly semmetric sectionCheng, Paul H.;
Effects of allowable steel thickness variationBrasher, C. Keith;
Experimental techniques for plate bucklingVann, W. Pennington; Sehested, John;
Innovative designs with cold-formed members and sheetsTomasetti, Richard L.;
Light gage steel and the changing building codesWalsh, Martin P.;
Local and overall buckling of cold-formed compression membersDeWolf, John T.; Winter, George; Pekoz, Teoman;
Metal decks used to form hypar-shell panelsBiswas, Mrinmay; Iffland, Jerome S.B.;
Nonlinear analysis of thin-walled continuous beamsWang, Shien T.;
On the stiffness, stresses and buckling analysis of corrugated shear websLibove, Charles;
Optimization of long span truss purlinsDouty, Richard T.; Crooker, James O.;
Post-local-buckling behavior of thin-walled columnsWang, Shien T.; Tien, Yei L.;
Properties of cold compressed steel tubesAnderson, W. Carl;
Recommended procedures for conducting pull-over, pull-out and single-shear tests of mechanical connectionsFraczek, John; Pekoz, T.; Winter, G.;
Recommended procedures for conducting pull-over, pull-out and single-shear tests of mechanical connectionsFraczek, John; Pekoz, T.; Winter, G.;
Screw connected shear diaphragmsLuttrell, Larry D.;
Shear strength of deep corrugated steel panelsChern, Chingmiin; Jorgenson, James L.;
Shell roofs and grain bins made of corrugated steel sheetsEl-Atrouzy, M.N.; Abdel-Sayed, G.;
Strain-aging and the Bauschinger effect in steelGupta, S.P.; Johnson, A.A.; Kodali, S.P.;
Structural behavior and design of thick, cold-formed steel membersYu, Wei-Wen; Liu, Victor A.S.; McKinney, William M.;
Tests on field welded puddle and fillet weld connectionsYarnell, R. S.; Pekoz, T.;
Ultimate load capacity of the webs of thin-walled membersRockey, K.C.; Porter, D.M.; Evans, H.R.;
Ultimate strength of thin-walled members under patch loading and bendingEl-Gaaly, M.A.; Rockey, K.C.;

1972  TOP

Title Author(s)
Analysis of light gage steel shear diaphragms part 1Ammar, Albert R.; Nilson, Arthur H.;
Analysis of multistory frames with light gauge steel panel infillsMiller, Craig Jeffery; Sexsmith, Robert G.; Nilson, Arthur H.;
The structural behavior of cold-formed steel members with perforated elementsDavis, Charles S.; Yu, Wei-Wen;
Study of cold-formed steel structural members made of thick sheets and platesYu, Wei-Wen; Liu, Victor A.S.; McKinney, William M.;

1971  TOP

Title Author(s)
Analysis of light gage steel shear diaphragmsNilson, Arthur H.;
Analysis of light gage steel shear diaphragmsAmmar, Albert R.; Nilson, Arthur H.;
The analysis and behavior of thin-steel hyperbolic paraboloid shellsGergely, Peter; Banavalkar, P. V.; Parker, J. E.;
The analysis and behavior of thin-steel hyperbolic paraboloid shellsGergely, Peter; Banavalkar, P. V.; Parker, J. E.;
Fastener strength in diaphragm braced membersSimaan, A.; Winter, G.; Pekoz, T.;
The first specialty conference on cold formed steel structures
Influence of ductility on the structural behavior of cold-formed steel membersDhalla, Asfandiar K.; Winter, G.;

1970  TOP

Title Author(s)
Analysis of light gage steel shear diaphragmsAmmar, Albert R.; Nilson, Arthur H.;
Commentary on the 1968 edition of the specification for the design of cold-formed steel structural membersWinter, George;
Influence of ductility on the structural behavior of light-gage cold-formed steel membersDhalla, A. K.; Errera, S.J.; Winter, G.;
Strength of bolted and welded connections in stainless steelErrera, S.J.; Tang, B.M.; Popowich, D.W.; Winter, George;

1969  TOP

Title Author(s)
Aspects of the effects of cold-forming on the properties and performance of light-gage structural membersUribe, Jairo; Winter, George;
Cold-rolled austenitic stainless steel: materials properties and structural performanceWang, S.T.; Winter, George;
Three-bolt in-line connections with low ductility light-gage steelPopowich, D. W.; Errera, S. J.; Winter, George;

1968  TOP

Title Author(s)
Design recommendations for diaphragm-braced beams, columns and wall-studsApparao, T. V. S. R.; Errera S. J.; Winter, George;
Investigation of torsional-flexural buckling of thin-walled open sections with unequal end eccentricitiesCelebi, Nuri; Winter, George;
Problems in structural diaphragm bracing 1. Beams continuously braced by diaphragms 2. I-section columns braced by girts and a diaphragmApparao, T.V.S.R.; Errera Samuel J.; Fisher Gordon P.;
Specification for the design of cold-formed steel structural membersAmerican Iron and Steel Institute;

1966  TOP

Title Author(s)
Tests on light gage steel diaphragmsApparao, T.V.S.R.; Winter, George;

1965  TOP

Title Author(s)
Effects of cold-forming on light-gage steel membersKarren, Kenneth W.; George Winter;
The performance of beams and columns continuously braced with diaphragms - IErrera, Samuel J.; Fisher, Gordon P.;
Structural performance of light gage steel diaphragmsLuttrell Larry D.; Winter, George;
Torsional-flexural buckling of thin-walled open sectionsFang, Pen J.; Winter, George;

1964  TOP

Title Author(s)
Investigation of effects of cold forming on mechanical propertiesKarren, Kenneth W.; Winter, George;
The performance of beams and columns continuously-braced with diaphragmsErrera, Samuel J.; Fisher, Gordon P.;

1963  TOP

Title Author(s)
The performance of beams and columns continuously braced with diaphragmsPincus, George; Fisher, Gordon P.;

1962  TOP

Title Author(s)
Commentary on the 1962 editionWinter, George;
Specification for the design of light gage cold-formed steel structural membersAmerican Iron and Steel Institute;

1961  TOP

Title Author(s)
Commentary on the 1961 editionWinter, George;
Light gage cold-formed steel design manualAmerican Iron and Steel Institute;

1960  TOP

Title Author(s)
Specification for the design of light gage cold-formed steel structural membersAmerican Iron and Steel Institute;

1958  TOP

Title Author(s)
An investigation of high-strength, deformed steel bars for concrete reinforcement part IIGuralnick, Sidney A.; Winter, George;

1957  TOP

Title Author(s)
An investigation of high-strength, deformed steel bars for concrete reinforcementGuralnick, Sidney A.; Winter, George;

1956  TOP

Title Author(s)
Light gage cold-formed steel design manualAmerican Iron and Steel Institute;

1949  TOP

Title Author(s)
Light gage steel design manualAmerican Iron and Steel Institute;

1948  TOP

Title Author(s)
Tests on cold formed steel studs for the American Iron and Steel Instituteunknown;

1946  TOP

Title Author(s)
Specification for the design of light gage steel structural membersAmerican Iron and Steel Institute;

1945  TOP

Title Author(s)
School of Civil Engineering, Cornell University Investigation of structural properties of light gage steel structural members
School of Civil Engineering, Cornell University Tests on light beams of cold formed steel for the American Iron and Steel Institute

1944  TOP

Title Author(s)
School of Civil Engineering, Cornell University Tests on light beams of cold formed steel for the American Iron and Steel Institute
School of Civil Engineering, Cornell University Tests on light beams of cold formed steel for the American Iron and Steel Institute
School of Civil Engineering, Cornell University Tests on light beams of cold formed steel for the American Iron and Steel Institute

1943  TOP

Title Author(s)
School of Civil Engineering, Cornell University Tests on light beams of cold formed steel for the American Iron and Steel Institute
School of Civil Engineering, Cornell University Tests on light beams of cold formed steel for the American Iron and Steel Institute
School of Civil Engineering, Cornell University Tests on light beams of cold formed steel for the American Iron and Steel Institute
School of Civil Engineering, Cornell University Tests on light beams of cold formed steel for the American Iron and Steel Institute

1942  TOP

Title Author(s)
School of Civil Engineering, Cornell University Tests on light beams of cold formed steel for the American Iron and Steel Institute
School of Civil Engineering, Cornell University Tests on light beams of cold formed steel for the American Iron and Steel Institute
School of Civil Engineering, Cornell University Tests on light beams of cold formed steel for the American Iron and Steel Institute
School of Civil Engineering, Cornell University Tests on light beams of cold formed steel for the American Iron and Steel Institute
School of Civil Engineering Tests of light beams of cold formed steel for the American Iron & Steel Inst.

1941  TOP

Title Author(s)
School of Civil Engineering, Cornell University Tests on light beams of cold formed steel for the American Iron and Steel Institute
Tests on cold formed steel studs for the American Iron and Steel Instituteunknown;
Tests on cold formed steel studs for the American Iron and Steel Instituteunknown;
Tests on light beams of cold formed steelunknown;
Tests on light beams of cold formed steel for the American Iron and Steel Instituteunknown;

1940  TOP

Title Author(s)
American Iron and Steel Institute Tests on cold formed steel studsunknown;
School of Civil Engineering, Cornell University tests on cold formed steel studsunknown;
School of Civil Engineering, Cornell University tests on cold formed steel studs for the American Iron and Steel Instituteunknown;
School of Civil Engineering, Cornell University Tests on light beams of cold formed steel for the American Iron and Steel Institute
School of Civil Engineering, Cornell University Tests on light beams of cold formed steel for the American Iron and Steel Institute
School of Civil Engineering, Cornell University Tests on light beams of cold formed steel for the American Iron and Steel Institute
School of Civil Engineering, Cornell University Tests on light beams of cold formed steel for the American Iron and Steel Institute
School of Civil Engineering, Cornell University Tests on light beams of cold formed steel for the American Iron and Steel Institute
School of Civil Engineering, Cornell University Tests on light beams of cold-formed steel for the American Iron and Steel Institute
School of Civil Engineering, Cornell University Tests on light beams of cold- ormed steel for the American Iron and Steel Institute
Tests on cold formed steel studs American Iron and Steel Instituteunknown;

1939  TOP

Title Author(s)
Report on tests of Fenestra 1 1/2" roof deck used in horizontally loaded diaphragmsWilson, Authur; Winter, George;
School of Civil Engineering, Cornell University Tests on light beams of cold formed steel for the American Iron and Steel Institute
School of Civil Engineering, Cornell University Tests on light beams of cold formed steel for the American Iron and Steel Institute
School of Civil Engineering, Cornell University Tests on light beams of cold-formed steel for the American Iron and Steel Institute
School of Civil Engineering, Cornell University Tests on light beams of cold-formed steel for the American Iron and Steel Institute
School of Civil Engineering, Cornell University Tests on light beams of cold-formed steel for the American Iron and Steel Institute