Dynamic principle analysis of reinforced concrete replaceable coupling beam energy dissipation structure-Reference-Cited by-同舟云学术

Dynamic principle analysis of reinforced concrete replaceable coupling beam energy dissipation structure

Published:2023-12-27 Issue: Volume: Page:1-8
ISSN:1537-6494
Container-title:Mechanics of Advanced Materials and Structures
language:en
Short-container-title:Mechanics of Advanced Materials and Structures

Author:

Wang Mingzhen¹²³^ORCID,Sun Baitao¹²,Chen Hongfu¹²,Gao Lin³⁴^ORCID

Affiliation:

1. Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Harbin, China

2. Key Laboratory of Earthquake Disaster Mitigation, Ministry of Emergency Management, Harbin, China

3. School of Civil Engineering, Chongqing University of Arts and Sciences, Chongqing, China

4. State Key Laboratory of Bridge Engineering Structural Dynamics, Key Laboratory of Bridge Earthquake Resistance Technology, Ministry of Communications, PRC, China Merchants Chongqing Communications Technology Research & Design Institute Co., Ltd, Chongqing, China

Funder

Institute of Engineering Mechanics, China Earthquake Administration

Key Laboratory of Bridge Engineering Structural Dynamics, Key Laboratory of Bridge Earthquake Resistance Technology, Ministry of Communications, PRC

Natural Science Foundation of Chongqing, China

Chongqing Postdoctoral Research Project

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,General Mathematics,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/15376494.2023.2294829

Reference19 articles.

1. T. Paulay and M.J.N. Priestley, Seismic Design of Reinforced Concrete and Masonry Buildings, John Wiley & Sons, Inc., New York, pp. 158–361, 1992.

2. Energy dissipation studies of SMA reinforced composites under multiple quasi-static indentation loading

3. Experimental and theorical investigation on energy dissipation capacity of the viscoelastic limb-like-structure devices

4. Dynamic attainment of mixed aspect ratio for concrete members reinforced with steel fiber under impact loading

5. A dual-energy-demand-indices-based evaluation procedure of damage-control frame structures with energy dissipation fuses

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