Numerical study on the seismic performance of the damage-control beam-to-column joint with artificial steel hinge-Reference-Cited by-同舟云学术

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Numerical study on the seismic performance of the damage-control beam-to-column joint with artificial steel hinge

Published:2024-01 Issue: Volume:212 Page:108313
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Liu Ruyue,Wang Hao,Yan Guiyun,Wu Jianbin,Lai Qiulan

Funder

Science Foundation of Fuzhou

National Natural Science Foundation of China

Natural Science Foundation of Fujian Province

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference35 articles.

1. Lessons learned from the Northridge earthquake;Miller;Eng. Struct.,1998

2. Performance of steel structures during the 1994 Northridge earthquake;Tremblay;Can. J. Civ. Eng.,1995

3. Parameters affecting response and design of steel moment frame reduced beam section connections: an overview;Sophianopoulos;Int. J. Steel Struct.,2011

4. Steel beam-to-column RBS connections with European profiles: I. Static optimization;Sophianopoulos;J. Constr. Steel Res.,2017

5. Pseudo-dynamic testing of a full-scale two-storey steel building with RBS connections;Di Benedetto;Eng. Struct.,2020

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Study of Panel Zone Behavior in Interior Beam–Column Joints with Reduced Beam Section (RBS);Buildings;2024-05-13

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