Cyclic Behavior of Central Columns in Subway Stations Subjected to Highly Variable Axial Compression Ratio-Reference-Cited by-同舟云学术

Cyclic Behavior of Central Columns in Subway Stations Subjected to Highly Variable Axial Compression Ratio

Published:2024-09 Issue:9 Volume:150 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Deng Peng¹,Liu Zhichen²,Zhang Chao³,Chen Renpeng⁴,Pei Shiling⁵^ORCID

Affiliation:

1. Associate Professor, Hunan Engineering Research Central for Advanced Technology and Intelligent Equipment for Underground Space Development, Hunan Univ., Changsha 410082, PR China.

2. Graduate Student, College of Civil Engineering, Hunan Univ., Changsha 410082, PR China (corresponding author).

3. Professor, College of Civil Engineering, Hunan Engineering Research Central for Advanced Technology and Intelligent Equipment for Underground Space Development, Hunan Univ., Changsha 410082, PR China.

4. Professor, Hunan Engineering Research Central for Advanced Technology and Intelligent Equipment for Underground Space Development, Hunan Univ., Changsha 410082, PR China.

5. Associate Professor, Dept. of Civil and Environmental Engineering, Colorado School of Mines, Golden, CO 80401. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-13663

Reference36 articles.

1. The collapse mechanism of a subway station during the Great Hanshin earthquake

2. Underground space as an urban indicator: Measuring use of subsurface

3. Experimental study on the seismic performance of existing reinforced concrete bridge piers with hollow rectangular section

4. Shaking table test of a multi-story subway station under pulse-like ground motions

5. Clough R. W. 1966. “Effect of stiffness degradation on earthquake ductility requirements.” In Proc. Japan Earthquake Engineering Symp. Sacramento CA: Structural Engineers Association of California.

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