TY - GEN
T1 - Experiment study on wind resistant performance of standing seam roof system with anti-wind clip
AU - Wu, Tao
AU - Sun, Ying
AU - Liu, Wei
AU - Cao, Zhenggang
N1 - Publisher Copyright:
Copyright © 2019 by Tao WU, Ying SUN, Wei LIU, Zhenggang CAO Published by the International Association for Shell and Spatial Structures (IASS) with permission.
PY - 2019
Y1 - 2019
N2 - Wind uplift failure occurred repeatedly in the standing seam roof system. On the one hand, there is a big difference between the modeling of the standing seam roof system in foreign countries and that in China, so the research results cannot be directly used. On the other hand, most domestic researches focus on the static performance of roof systems without anti-wind clip. The static experiment and dynamic loading experiment of the standing seam roof system were carried out, and the response change, ultimate bearing capacity and failure mode of the roof system under load were obtained. The research shows that the standing seam roof system has two main failure modes: occlusion failure and tearing failure, and the use of anti-wind clip and loading method will change the failure mode of the roof system. At the same time, dynamic loading, increasing the plate width and the spacing between the anti-wind clips, and not using the anti-wind clips will all reduce the ultimate bearing capacity of the roof system.
AB - Wind uplift failure occurred repeatedly in the standing seam roof system. On the one hand, there is a big difference between the modeling of the standing seam roof system in foreign countries and that in China, so the research results cannot be directly used. On the other hand, most domestic researches focus on the static performance of roof systems without anti-wind clip. The static experiment and dynamic loading experiment of the standing seam roof system were carried out, and the response change, ultimate bearing capacity and failure mode of the roof system under load were obtained. The research shows that the standing seam roof system has two main failure modes: occlusion failure and tearing failure, and the use of anti-wind clip and loading method will change the failure mode of the roof system. At the same time, dynamic loading, increasing the plate width and the spacing between the anti-wind clips, and not using the anti-wind clips will all reduce the ultimate bearing capacity of the roof system.
KW - Anti-wind clip
KW - Dynamic loading experiment
KW - Standing seam roof system
KW - Static experiment
KW - Ultimate bearing capacity
UR - https://www.scopus.com/pages/publications/85102399146
M3 - 会议稿件
AN - SCOPUS:85102399146
T3 - IASS Symposium 2019 - 60th Anniversary Symposium of the International Association for Shell and Spatial Structures; Structural Membranes 2019 - 9th International Conference on Textile Composites and Inflatable Structures, FORM and FORCE
SP - 1203
EP - 1208
BT - IASS Symposium 2019 - 60th Anniversary Symposium of the International Association for Shell and Spatial Structures; Structural Membranes 2019 - 9th International Conference on Textile Composites and Inflatable Structures, FORM and FORCE
A2 - Lazaro, Carlos
A2 - Bletzinger, Kai-Uwe
A2 - Onate, Eugenio
PB - International Center for Numerical Methods in Engineering
T2 - IASS Symposium 2019 - 60th Anniversary Symposium of the International Association for Shell and Spatial Structures; Structural Membranes 2019 - 9th International Conference on Textile Composites and Inflatable Structures, FORM and FORCE
Y2 - 7 October 2019 through 10 October 2019
ER -