Wind-induced inter-story drift analysis and equivalent static wind load for multiple targets of tall buildings

Author:

Fu J. Y.12,Zheng Q. X.12,Wu J. R.12,Huang Y. Q.1

Affiliation:

1. Guangzhou University - Tamkang University, Joint Research Center for Engineering Structure Disaster Prevention and Control; Guangzhou University; Guangzhou China

2. School of Civil Engineering; Guangzhou University; Guangzhou China

Funder

National Natural Science Foundation of China

Yangcheng Scholarship in Guangzhou Municipal Universities

Research Funding for Ph. D Programme in Higher Education Universities

Publisher

Wiley

Subject

Building and Construction,Architecture,Civil and Structural Engineering

Reference34 articles.

1. Recommendations on loads for buildings;AIJ-RLB;Architectural Institute of Japan. (English version),1993

2. Wind drift design of steel-framed buildings state-of-the-art report;ASCE Task Committee on Drift Control of Steel Building Structures;Journal of Structural Engineering,1988

3. Multi-objective equivalent static wind loads for large-span structures;Chen;Civil engineering journal of China,2010

4. Wind-induced response and equivalent static wind loads of long span roofs;Chen;Advances in Structural Engineering,2012

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