Inelastic Response of High-Rise Buildings under Strong Winds: Accuracy of Reduced-Order Building Model and Influence of Biaxial Response Interaction-Reference-Cited by-同舟云学术

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Inelastic Response of High-Rise Buildings under Strong Winds: Accuracy of Reduced-Order Building Model and Influence of Biaxial Response Interaction

Published:2023-01 Issue:1 Volume:149 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Huang Jinghui¹^ORCID,Chen Xinzhong²

Affiliation:

1. Ph.D. Candidate, National Wind Institute, Dept. of Civil, Environmental and Construction Engineering, Texas Tech Univ., Lubbock, TX 79409-1023. ORCID: .

2. President’s Excellence in Research Professor, National Wind Institute, Dept. of Civil, Environmental and Construction Engineering, Texas Tech Univ., Lubbock, TX 79409-1023 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH/STENG-11069

Reference50 articles.

1. AIJ (Architectural Institute of Japan). 2004. AIJ recommendations for load on buildings. Tokyo: AIJ.

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

3. Optimal performance-based design of non-linear stochastic dynamical RC structures subject to stationary wind excitation

4. Bouc R. 1967. “Forced vibrations of mechanical systems with hysteresis.” In Proc. 4th Conf. on Nonlinear Oscillations. Wuhan China: Scientific Research Publishing.

5. A Bouc–Wen model compatible with plasticity postulates

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