Sensitivity Analysis and Optimization of Coupling Trusses under Earthquake Stiffness Constraints for Multi-Core Supertall Buildings
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Bibliographic Details
Author(s): |
Dinan Shao
(Tongji Architectural Design (Group) Co., Ltd., Shanghai, China)
Yutong Xu (Tongji Architectural Design (Group) Co., Ltd., Shanghai, China) Yuzhou Hou (Tongji Architectural Design (Group) Co., Ltd., Shanghai, China Structural Engineering Department, Tongji University, Shanghai, China) Xin Zhao (Tongji Architectural Design (Group) Co., Ltd., Shanghai, China Structural Engineering Department, Tongji University, Shanghai, China) Zhongjun Yu (Tongji Architectural Design (Group) Co., Ltd., Shanghai, China) |
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Medium: | conference paper | ||||
Language(s): | English | ||||
Conference: | IABSE Symposium: Construction’s Role for a World in Emergency, Manchester, United Kingdom, 10-14 April 2024 | ||||
Published in: | IABSE Symposium Manchester 2024 | ||||
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Page(s): | 1127-1133 | ||||
Total no. of pages: | 7 | ||||
DOI: | 10.2749/manchester.2024.1127 | ||||
Abstract: |
Multi-Core Supertall Buildings is connected by coupling trusses, whose main structural feature is significantly different from traditional core-tube structures. The strength of the connection between the coupling trusses and the main structure is the main influence factor of the structure index and the bearing capacity of the main components. Therefor sensitivity analysis should be conducted on the impact of the coupling trusses and adjustments should be taken to control the structure index. The paper takes a multi-core supertall as an engineering case to explore the impact of the coupling trusses under earthquake stiffness constraints on the structural performance. The case showes that sensitivity analysis can comprehensively test the impact of coupling trusses on multi-core supertall buildings and the key parts that need to be strengthened, which improved the performance of the structure, promoted the rationality and economy of engineering design. |
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Keywords: |
sensitivity analysis Multi-Core Supertall Buildings Coupling Trusses
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