Seismic Performance of a New Type of Coupled Shear Wall with Replaceable Components: Experimental Validation-Reference-Cited by-同舟云学术

Seismic Performance of a New Type of Coupled Shear Wall with Replaceable Components: Experimental Validation

Published:2022-02-24 Issue:4 Volume:27 Page:810-832
ISSN:1363-2469
Container-title:Journal of Earthquake Engineering
language:en
Short-container-title:Journal of Earthquake Engineering

Author:

Jiang Huanjun¹,Li Shurong²,Bolander John E.³,Kunnath Sashi K.³

Affiliation:

1. State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai China

2. Key Laboratory of Building Structural Retrofitting and Underground Space Engineering, Ministry of Education, Shandong Jianzhu University, Jinan China

3. Department of Civil and Environmental Engineering, University of California, Davis, California, USA

Funder

Shanghai Academic Research Leader

National Key Research and Development Program of China

Publisher

Informa UK Limited

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/13632469.2022.2033353

Reference32 articles.

1. Performance of tall buildings in Viña del Mar in the 27 February 2010 offshore Maule, Chile earthquake

2. Chen, Y. 2013. Study on earthquake resilient structures with replaceable members. PhD diss., Tongji University. (in Chinese)

3. Viscoelastic coupling dampers (VCDs) for enhanced wind and seismic performance of high-rise buildings

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