Experimental and Analytical Study of Fully Prefabricated Damage-Tolerant Beam to Column Connection for Earthquake-Resilient Frame-Reference-Cited by-同舟云学术

Experimental and Analytical Study of Fully Prefabricated Damage-Tolerant Beam to Column Connection for Earthquake-Resilient Frame

Published:2019-03 Issue:3 Volume:145 Page:04018264
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Deng Kailai¹,Zheng Di²,Yang Cheng³,Xu Tengfei⁴^ORCID

Affiliation:

1. Lecturer, Dept. of Bridge Engineering, Southwest Jiaotong Univ., Chengdu 610031, PR China; JSPS Research Fellow, Disaster Prevention Research Institution, Kyoto Univ., Kyoto 6110011, Japan.

2. Master Degree Student, Dept. of Bridge Engineering, Southwest Jiaotong Univ., Chengdu 610031, PR China.

3. Associate Professor, Dept. of Structural Engineering, Southwest Jiaotong Univ., Chengdu 610031, PR China.

4. Associate Professor, Dept. of Bridge Engineering, Southwest Jiaotong Univ., Chengdu 610031, PR China; Research Fellow, Key Laboratory of High-Speed Railway Engineering, Ministry of Education, Southwest Jiaotong Univ., Chengdu 610031, 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

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0002270

Reference12 articles.

1. Framework for analytical quantification of disaster resilience

2. Experimental study on slotted RC wall with steel energy dissipation links for seismic protection of buildings

3. Numerical study on a fully-prefabricated damage-tolerant beam to column connection for an earthquake-resilient frame

4. Inelastic Behavior and Design of Steel Panel Zones

5. Seismic performance of prefabricated steel beam-to-column connections

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