Experimental study and finite element analysis on seismic behavior of flat vertical-diaphragm stiffened concrete-filled SHS column joints
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Détails bibliographiques
| Auteur(s): |
Jianan Chen
(Tongji Architectural Design (Group) Co., Ltd., Shanghai, China)
Xin Zhao (Tongji Architectural Design (Group) Co., Ltd., Shanghai, China) Danlin Feng (Tongji University, Shanghai, China) Wei Wang (Tongji University, Shanghai, China) Yang Wang (China Overseas Property Group Co., Ltd., Shenzhen, China) Yi Huang (China Overseas Property Group Co., Ltd., Shenzhen, China) |
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Symposium: Construction’s Role for a World in Emergency, Manchester, United Kingdom, 10-14 April 2024 | ||||
| Publié dans: | IABSE Symposium Manchester 2024 | ||||
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| Page(s): | 871-878 | ||||
| Nombre total de pages (du PDF): | 8 | ||||
| DOI: | 10.2749/manchester.2024.0871 | ||||
| Abstrait: |
There are great advantages in adopting steel structure for tall residential buildings. In order to study the mechanical properties of the flat vertical-diaphragm stiffened concrete-filled SHS column joints, such as stiffness, bearing capacity, failure mode, and deformation capacity, full-scale tests and finite element analysis are conducted based on the actual case in China. Results of cyclic tests are listed in this paper. Proper design suggestions and a scientific foundation are provided to the application of this kind of joints accordingly. The test results show that the failure mode of specimen FCFST-S- H is ductile failure due to connection loss and the failure mode of specimen FCFST-C-H is observed as connection failure. In both sets of cyclic loading tests, the joint has good energy dissipation capacity. The finite element analysis results are consistent with the test results. |
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