Earthquake-Induced Failure Analysis of High-Rise Steel Buildings under Sequential Long-Duration Ground Motions-Reference-Cited by-同舟云学术

Earthquake-Induced Failure Analysis of High-Rise Steel Buildings under Sequential Long-Duration Ground Motions

Published:2023-06 Issue:2 Volume:9 Page:
ISSN:2376-7642
Container-title:ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
language:en
Short-container-title:ASCE-ASME J. Risk Uncertainty Eng. Syst., Part A: Civ. Eng.

Author:

Bai Yongtao¹,Zheng Shuyan²,He Liusheng³,Wang Yuhang⁴,Wang Tao⁵

Affiliation:

1. Professor, Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150088, China; School of Civil Engineering, Chongqing Univ., Chongqing 400045, China.

2. Graduate student, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China.

3. Associate Professor, Dept. of Disaster Mitigation for Structures, Tongji Univ., Shanghai 200092, China (corresponding author).

4. Professor, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China.

5. Professor, Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150088, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/AJRUA6.RUENG-1028

Reference25 articles.

1. Experimental Study of Cold-Formed Ferritic Stainless Steel Hollow Sections

2. AIJ (Architectural Institute of Japan). 2007. Structural response and performance for long period seismic ground motions. Tokyo: AIJ.

3. Collapse analysis of high-rise steel moment frames incorporating deterioration effects of column axial force – bending moment interaction

4. Unified Element and Section Approach to Design of Cold-Formed Steel Structures

5. Bayesian Updating: Reducing Epistemic Uncertainty in Hysteretic Degradation Behavior of Steel Tubular Structures

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