Comparative Study on Seismic Fragility Assessment of Self-Centering Energy-Absorbing Dual Rocking Core versus Buckling Restrained Braced Systems under Mainshock–Aftershock Sequences

Author:

Hu Shuling1ORCID,Wang Wei2ORCID,Shahria Alam M.3ORCID

Affiliation:

1. Ph.D. Candidate, State Key Laboratory of Disaster Reduction in Civil Engineering and Dept. of Structural Engineering, Tongji Univ., Shanghai 200092, China; Visiting Ph.D. Student, School of Engineering, Univ. of British Columbia, Kelowna, BC, Canada V1V 1V7. ORCID: .

2. Professor, State Key Laboratory of Disaster Reduction in Civil Engineering and Dept. of Structural Engineering, Tongji Univ., Shanghai 200092, China (corresponding author). ORCID: .

3. Professor and Tier-1 Principal’s Research Chair in Resilient and Green Infrastructure, School of Engineering, Univ. of British Columbia, Kelowna, BC, Canada V1V 1V7. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference48 articles.

1. Seismic Evaluation of Steel Moment Frames Under Mainshock–Aftershock Sequence Designed by Elastic Design and PBPD Methods

2. Alaska Earthquake Center. 2019. “When will the aftershocks stop?” Accessed February 5 2019. https://earthquake.alaska.edu/when-will-aftershocks-stop.

3. Ancheta T. D. et al. 2014 “NGA-West2 database.” Earthquake Spectra 30 (3): 989–1005. https://doi.org/10.1193/070913EQS197M.

4. Performance of Medium-to-High Rise Reinforced Concrete Frame Buildings with Masonry Infill in the 2015 Gorkha, Nepal, Earthquake

5. Progress and challenges in seismic performance assessment;Cornell C. A.;PEER Center News,2000

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