Session Dates
24 Aug 2012 - 25 Aug 2012
Keywords and Phrases
Light-weight roof system; wind tunnel test; time-history analysis; wind-induced forces for the clips; tributary wind load area
Abstract
Severe damage to light-weight roof system occur when exposed to strong wind loading. Damage investigations and wind load-bearing capacity tests of light-weight roof system reveal that the connection damage of roof sheeting and fastener is the most serious. Wind pressure distributions on the roof of gabled steel frame measured in a wind tunnel are described. Secondly, illustrated by the example of the classic standing-lock roof system, the wind-induced forces for the concealed clips estimated by the building code and time-history analysis based on wind tunnel test, respectively, are compared. The results indicate that the uniform gust factor used in the building code for the wind-induced forces for the clips cannot guarantee that all the clips have strong strength in an actual wind load. Any of wind-induced forces for the clips varies in a relative large rang affected by the fluctuation and spatial correlation of wind pressure. The building code generally provided inconsistent estimations of the wind-induced forces of the clips and the true loaded wind area should be evaluated by considering the characteristics of the spatial correlation of wind pressures relative to the structural framing.
Department(s)
Civil, Architectural and Environmental Engineering
Research Center/Lab(s)
Wei-Wen Yu Center for Cold-Formed Steel Structures
Meeting Name
21st International Specialty Conference on Cold-Formed Steel Structures
Publisher
Missouri University of Science and Technology
Document Version
Final Version
Rights
© 2012 Missouri University of Science and Technology, All rights reserved.
Document Type
Article - Conference proceedings
File Type
text
Language
English
Recommended Citation
Jing, X. K.; Li, Y. Q.; and Gong, D. J., "Dynamic Time-history Analysis on Wind-induced Response of Light-weight Roof System" (2012). CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018). 5.
https://scholarsmine.mst.edu/isccss/21iccfss/21iccfss-session6/5
Dynamic Time-history Analysis on Wind-induced Response of Light-weight Roof System
Severe damage to light-weight roof system occur when exposed to strong wind loading. Damage investigations and wind load-bearing capacity tests of light-weight roof system reveal that the connection damage of roof sheeting and fastener is the most serious. Wind pressure distributions on the roof of gabled steel frame measured in a wind tunnel are described. Secondly, illustrated by the example of the classic standing-lock roof system, the wind-induced forces for the concealed clips estimated by the building code and time-history analysis based on wind tunnel test, respectively, are compared. The results indicate that the uniform gust factor used in the building code for the wind-induced forces for the clips cannot guarantee that all the clips have strong strength in an actual wind load. Any of wind-induced forces for the clips varies in a relative large rang affected by the fluctuation and spatial correlation of wind pressure. The building code generally provided inconsistent estimations of the wind-induced forces of the clips and the true loaded wind area should be evaluated by considering the characteristics of the spatial correlation of wind pressures relative to the structural framing.
