Evaluation of a Full-Scale Friction Spring-Based Self-Centering Damper Considering Cumulative Seismic Demand-Reference-Cited by-同舟云学术

Evaluation of a Full-Scale Friction Spring-Based Self-Centering Damper Considering Cumulative Seismic Demand

Published:2022-03 Issue:3 Volume:148 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Zhang Ruibin¹^ORCID,Wang Wei²^ORCID,Fang Cheng³

Affiliation:

1. Ph.D. Candidate, Dept. of Structural Engineering, Tongji Univ., Shanghai 200092, China. ORCID: .

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

3. Associate Professor, State Key Laboratory of Disaster Reduction in Civil Engineering, Dept. of Structural Engineering, Tongji Univ., Shanghai 200092, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0003267

Reference66 articles.

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2. Incorporating low-cycle fatigue model into duration-dependent inelastic design spectra

3. Quantifying the Influence of Ground Motion Duration on Structural Collapse Capacity Using Spectrally Equivalent Records

4. A Seismic Design Lateral Force Distribution Based on Inelastic State of Structures

5. Variable-friction self-centering energy-dissipation braces (VF-SCEDBs) with NiTi SMA cables for seismic resilience

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