Performance-Based Wind Design of Tall Buildings Considering the Nonlinearity in Building Response-Reference-Cited by-同舟云学术

Performance-Based Wind Design of Tall Buildings Considering the Nonlinearity in Building Response

Author:

Preetha Hareendran Smrithi¹,Alipour Alice²^ORCID,Shafei Behrouz³^ORCID,Sarkar Partha⁴

Affiliation:

1. Ph.D. Candidate, Dept. of Civil, Construction and Environmental Engineering, Iowa State Univ., Ames, IA 50010.

2. Associate Professor, Dept. of Civil, Construction and Environmental Engineering, Iowa State Univ., Ames, IA 50010 (corresponding author). ORCID: .

3. Associate Professor, Dept. of Civil, Construction and Environmental Engineering, Iowa State Univ., Ames, IA 50010. ORCID: .

4. Professor, Dept. of Aerospace Engineering, Iowa State Univ., Ames, IA 50010.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

Reference54 articles.

2. Performance of reinforced concrete coupling beams subjected to simulated wind loading;Abdullah S.;ACI Struct. J.,2020

3. AIJ (Architectural Institute of Japan). 2004. Guidelines for the evaluation of habitability to building vibration. Tokyo: AIJ.

4. ASCE. 2019. Prestandard for performance based wind design. Reston, VA: ASCE.

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