Session Start Date

10-17-1996

Abstract

Golden Anniversary of the AISI Specification - The 1996 AISI Specification - A New AISI Cold-Formed Steel Design Manual - Design of Cold-Formed Steel Stiffened Elements with Multiple Longitudinal Intermediate Stiffeners - A Probablistic Examination of the Ultimate Strength of Cold-Formed Steel Elements - Effective Width of a Simple Edge-Stiffener Subjected to Stress Gradient - The Effects of Perforation Length on the Behaviour of Perforated Elements in Compression - Interaction of Flangel/Edge-Stiffened Cold-Formed Steel C-Sections - Cold-Formed Steel Flat Width Ratio Limits, d/t and d/w - Comparison of the Distortional Buckling Method for Flexural Members with Tests - Design of Thin-Walled Beams for Distortional Buckling - Comparison of Tests of Purlins With and Without Cleats - Determination of Purlin R-Factors Using a Non-Linear Analysis - Deflection Design of Cold-Formed RHS Steel Beams - Finite Element Analysis of Hollow Flange Beams with Web Stiffeners - Buckling Experiments on Hollow Flange Beams with Web Stiffeners - Flexural Strength of Cold-Formed Steel Panels Using Structural Grade 80 of A653 Steel - Experimental Research on the Behaviour of Combined Web Crippling and Bending of Steel Deck Sections - Design Models of Continuous Sandwich Panels - Structural Detailing of Openings in Sandwich Panels - Non-Linear Buckling Analysis of Thin-Walled Metal Columns - Effect of Bracing Stiffness on Buckling Strength of Cold-Formed Steel Columns - Structural Design Study on a Light- Gauge Steel Portal Frame with Cold-Formed Sigma Sections - Lower Cost Lightweight Cold-Formed Portal Frames - Strength and Stiffness Calculation Procedures for Composite Slabs - Strength of Headed Shear Studs in Cold-Formed Steel Deck - Towards a Numerical Procedure for Composite Slab Assessment - Moment Rotation Behavior for Concrete Filled SHS Column to Composite Beam Connection - Stability of Standing Seam Roof-Purlin Systems - Modeling of Cold-Formed Purlin-Sheeting Systems - Dynamic Performance of Light Gauge Steel Framed Shear Walls - Steel - The Clear Cut Alternative - Residential Applications of Cold-Formed Structural Members in Australia - A Study of the Effect of Cold Forming on the Yield Strength of Stainless Steel Type 304 - Hardness Test Approach - An Explicit Approach to Design of Stainless Steel Columns - The Strength of Partially Stiffened Stainless Steel Compression Members - Burst Strength of Type 304L Stainless Steel Tubes Subjected to Internal Pressure and External Forces - Additional Design Considerations for Bolted Connections - Shear Behavior of Self Drilling Screws Used in Low Ductility Steel - Performance of Self-Tapping Screws in Lap-Shear Metal-to-Metal Connections - Evaluation and Modelling of the Material Properties for Analysis of Cold-Formed Steel Sections - The Modulus of Elasticity of Steel Is it 200 GPa? - Geometric Imperfections and Residual Stresses for Use in the Analytical Modeling of Cold-Formed Steel Members - Cold-Formed Steel Sections Experimental Data Base - Cold-Formed Steel Design by Spreadsheet Program

Department(s)

Civil, Architectural and Environmental Engineering

Research Center/Lab(s)

Wei-Wen Yu Center for Cold-Formed Steel Structures

Meeting Name

13th International Specialty Conference on Cold-Formed Steel Structures

Publisher

University of Missouri--Rolla

Publication Date

10-17-1996

Document Version

Final Version

Rights

© 1996 University of Missouri--Rolla, All rights reserved.

Document Type

Article - Conference proceedings

File Type

text

Language

English

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Oct 17th, 12:00 AM

Recent Research and Developments in Cold-formed Steel Design and Construction

Golden Anniversary of the AISI Specification - The 1996 AISI Specification - A New AISI Cold-Formed Steel Design Manual - Design of Cold-Formed Steel Stiffened Elements with Multiple Longitudinal Intermediate Stiffeners - A Probablistic Examination of the Ultimate Strength of Cold-Formed Steel Elements - Effective Width of a Simple Edge-Stiffener Subjected to Stress Gradient - The Effects of Perforation Length on the Behaviour of Perforated Elements in Compression - Interaction of Flangel/Edge-Stiffened Cold-Formed Steel C-Sections - Cold-Formed Steel Flat Width Ratio Limits, d/t and d/w - Comparison of the Distortional Buckling Method for Flexural Members with Tests - Design of Thin-Walled Beams for Distortional Buckling - Comparison of Tests of Purlins With and Without Cleats - Determination of Purlin R-Factors Using a Non-Linear Analysis - Deflection Design of Cold-Formed RHS Steel Beams - Finite Element Analysis of Hollow Flange Beams with Web Stiffeners - Buckling Experiments on Hollow Flange Beams with Web Stiffeners - Flexural Strength of Cold-Formed Steel Panels Using Structural Grade 80 of A653 Steel - Experimental Research on the Behaviour of Combined Web Crippling and Bending of Steel Deck Sections - Design Models of Continuous Sandwich Panels - Structural Detailing of Openings in Sandwich Panels - Non-Linear Buckling Analysis of Thin-Walled Metal Columns - Effect of Bracing Stiffness on Buckling Strength of Cold-Formed Steel Columns - Structural Design Study on a Light- Gauge Steel Portal Frame with Cold-Formed Sigma Sections - Lower Cost Lightweight Cold-Formed Portal Frames - Strength and Stiffness Calculation Procedures for Composite Slabs - Strength of Headed Shear Studs in Cold-Formed Steel Deck - Towards a Numerical Procedure for Composite Slab Assessment - Moment Rotation Behavior for Concrete Filled SHS Column to Composite Beam Connection - Stability of Standing Seam Roof-Purlin Systems - Modeling of Cold-Formed Purlin-Sheeting Systems - Dynamic Performance of Light Gauge Steel Framed Shear Walls - Steel - The Clear Cut Alternative - Residential Applications of Cold-Formed Structural Members in Australia - A Study of the Effect of Cold Forming on the Yield Strength of Stainless Steel Type 304 - Hardness Test Approach - An Explicit Approach to Design of Stainless Steel Columns - The Strength of Partially Stiffened Stainless Steel Compression Members - Burst Strength of Type 304L Stainless Steel Tubes Subjected to Internal Pressure and External Forces - Additional Design Considerations for Bolted Connections - Shear Behavior of Self Drilling Screws Used in Low Ductility Steel - Performance of Self-Tapping Screws in Lap-Shear Metal-to-Metal Connections - Evaluation and Modelling of the Material Properties for Analysis of Cold-Formed Steel Sections - The Modulus of Elasticity of Steel Is it 200 GPa? - Geometric Imperfections and Residual Stresses for Use in the Analytical Modeling of Cold-Formed Steel Members - Cold-Formed Steel Sections Experimental Data Base - Cold-Formed Steel Design by Spreadsheet Program