Evaluation of Critical Input Directions for Establishing the Maximum Response of Structures under Bidirectional Seismic Action: Case Study of Eight-Story Structures-Reference-Cited by-同舟云学术

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Evaluation of Critical Input Directions for Establishing the Maximum Response of Structures under Bidirectional Seismic Action: Case Study of Eight-Story Structures

Published:2024-08 Issue:8 Volume:150 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Li Cuihua¹,Wang Chengtong²,Kunnath Sashi K.³,Zheng Zhi⁴

Affiliation:

1. Associate Professor, College of Civil Engineering, Zhejiang Univ. of Technology, Hangzhou 310014, China (corresponding author).

2. Graduate Student, College of Civil Engineering, Zhejiang Univ. of Technology, Hangzhou 310014, China.

3. Professor, Civil & Environmental Engineering, Univ. of California, Davis, CA 95616.

4. Associate Professor, College of Civil Engineering, Taiyuan Univ. of Technology, Taiyuan 030024, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-12781

Reference42 articles.

1. Critical orientation of three correlated seismic components

2. Probabilistic Basis for 2000 SAC Federal Emergency Management Agency Steel Moment Frame Guidelines

3. Effects of incident angles of earthquake sequences on seismic demands of structures

4. Parameters affecting the seismic response of buildings under bi-directional excitation

5. Ground motion records for seismic performance assessment: To rotate or not to rotate?

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