Chapter
Apr 4, 2017
Nonlinear Dynamic Analysis on the Progressive Collapse Response of an RC Frame with Perforated Infill Walls
Authors: Sidi Shan [email protected], Shuang Li [email protected], Changhai Zhai [email protected], and Lili Xie [email protected]Author Affiliations
Publication: Structures Congress 2017
Abstract
In events of manmade or natural hazards, local structural members may be destroyed or removed and loads created by the failure structural members may be redistributed within the structure. If the capacity of structural components is exceeded by additional loads, the progressive collapse of the structure may occur. Infill walls behave as equivalent compressive struts and change the load redistribution path of frame buildings in progressive collapse scenarios. In this paper, progressive collapse mechanisms of frames with infill walls designed according to Chinese building codes are investigated by using nonlinear dynamic analyses. The deformation and internal forces under first story column removal scenarios are presented in this study. The implications and design schemes of frames with infill walls are discussed correspondingly.
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Structures Congress 2017
Pages: 119 - 129
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© 2017 American Society of Civil Engineers.
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Published online: Apr 4, 2017
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Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education, Harbin Institute of Technology, Harbin, China. E-mail: [email protected]
Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education, Harbin Institute of Technology, Harbin, China. E-mail: [email protected]
Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education, Harbin Institute of Technology, Harbin, China. E-mail: [email protected]
Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education, Harbin Institute of Technology, Harbin, China. E-mail: [email protected]
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