Shaking table test and numerical analysis of an asymmetrical twin‐tower super high‐rise building connected with long‐span steel truss-Reference-Cited by-同舟云学术

Shaking table test and numerical analysis of an asymmetrical twin‐tower super high‐rise building connected with long‐span steel truss

Author:

Guo Wei¹²³,Zhai Zhipeng¹²³^ORCID,Wang Hanfeng¹²,Liu Qiongxiang⁴,Xu Kai⁴,Yu Zhiwu¹²³

Affiliation:

1. School of Civil EngineeringCentral South University Changsha China

2. National Engineering Laboratory for High Speed Railway Construction Changsha China

3. Engineering Technology Research Center for Prefabricated Construction Industrialization of Hunan Province Changsha China

4. Shenzhen General Institute of Architectural Design and Research Co., Ltd. Shenzhen China

Funder

National Natural Science Foundation of China

Fundamental Research Funds for Central Universities of the Central South University

Publisher

Wiley

Subject

Building and Construction,Architecture,Civil and Structural Engineering

Link

Reference28 articles.

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