Seismic Performance Comparison of Hybrid, Isolation, and Damping Control Structures through 1/2-Scale Shaking Table Tests Based on Chinese Standard-Reference-Cited by-同舟云学术

Seismic Performance Comparison of Hybrid, Isolation, and Damping Control Structures through 1/2-Scale Shaking Table Tests Based on Chinese Standard

Published:2023-03 Issue:3 Volume:149 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Chong Xun¹,Sha Huiling²,Xie Linlin³^ORCID,Guo Yufei²

Affiliation:

1. Professor, School of Civil Engineering, Hefei Univ. of Technology, Hefei 230009, PR China.

2. Graduate Student, School of Civil Engineering, Hefei Univ. of Technology, Hefei 230009, PR China.

3. Professor, School of Civil and Transportation Engineering, Beijing Univ. of Civil Engineering and Architecture, Beijing 100044, PR China; Professor, Multi-Functional Shaking Tables Laboratory, Beijing Univ. of Civil Engineering and Architecture, Beijing 100044, PR China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-11785

Reference34 articles.

1. Baird A. T. Smith A. Palermo and S. Pampanin. 2014. “Experimental and numerical study of U-shape flexural plate (UFP) dissipators.” In Proc. New Zealand Society for Earthquake Engineering Conf. Christchurch NZ: Univ. of Canterbury.

2. Velocity pulse effects of near-fault earthquakes on a high-speed railway vehicle-ballastless track-benchmark bridge system

3. Seismic performance of a new energy dissipative cladding panel connection system for application in precast concrete frame structure

4. Experimental and Numerical Studies on the Seismic Performance of Precast Concrete Shear Wall Structures with an Energy Dissipation Cladding Panel

5. Design of yielding or friction-based dissipative bracings for seismic protection of buildings

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