Postearthquake Investigation of a Base-Isolated Building in the 2022 Ms 6.8 Luding Earthquake-Reference-Cited by-同舟云学术

Postearthquake Investigation of a Base-Isolated Building in the 2022 Ms 6.8 Luding Earthquake

Published:2023-10 Issue:5 Volume:37 Page:
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Dai Kaoshan¹^ORCID,Yang Yijian²,He Zhihong³,Li Tao⁴^ORCID,Chen Peng⁵,Wang Jianze⁵,Xu Jun⁶^ORCID

Affiliation:

1. Professor, Dept. of Civil Engineering, Sichuan Univ., Chengdu, Sichuan 610065, China; Professor, Ministry of Education (MOE) Key Laboratory of Deep Earth Science and Engineering, and Failure Mechanics and Engineering Disaster Prevention Key Laboratory of Sichuan Province, Sichuan Univ., Chengdu, Sichuan 610065, China. ORCID: .

2. Ph.D. Student, Dept. of Civil Engineering, Sichuan Univ., Chengdu, Sichuan 610065, China.

3. Master’s Student, Dept. of Civil Engineering, Sichuan Univ., Chengdu, Sichuan 610065, China.

4. Assistant Professor, Dept. of Civil Engineering, Sichuan Univ., Chengdu, Sichuan 610065, China (corresponding author). ORCID: .

5. Assistant Professor, Dept. of Civil Engineering, Sichuan Univ., Chengdu, Sichuan 610065, China.

6. Assistant Professor, Dept. of Civil Engineering, Sichuan Univ., Chengdu, Sichuan 610065, China. ORCID: .

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/JPCFEV.CFENG-4477

Reference21 articles.

1. Seismic Fragility Analysis of Base-Isolated Building Frames Excited by Near- and Far-Field Earthquakes

2. CENC (China Earthquake Networks Center of the People’s Republic of China). 2022. “The M6.8 Luding earthquake in Sichuan.” Accessed September 5 2022. https://news.ceic.ac.cn/CC20220905125218.html.

3. CSI (Computers and Structures, Inc.) 2017. CSI analysis reference manual for SAP2000, ETABS, and SAFE. Berkeley, CA: CSI.

4. Seismic analysis of a base-isolated reinforced concrete frame using high damping rubber bearings considering hardening characteristics and bidirectional coupling effect

5. Shaking-table tests on reinforced concrete frames with different isolation systems