Investigating seismic behavior of a modified widened flange beam-column connection in SMRF utilizing experimental, numerical and hybrid simulation-Reference-Cited by-同舟云学术

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Investigating seismic behavior of a modified widened flange beam-column connection in SMRF utilizing experimental, numerical and hybrid simulation

Published:2023-08 Issue: Volume:207 Page:107971
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Jannesari Zeinab,Tasnimi Abbas Ali

Publisher

Elsevier BV

Subject

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

Reference31 articles.

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

2. Effect of local details on ductility of welded moment connections;Mao;J. Struct. Eng. ASCE,2001

3. Cyclic performance of haunch repaired steel moment connections: experimental testing and analytical modeling;Uang;J. Eng. Struct.,1998

4. Reinforcing of steel moment connections with cover plates: benefits and limitations;Engelhardt;J. Eng. Struct.,1998

5. The dog bone: back to the future;Plumier;Eng. J. AISC,1997

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. The Hysteresis Behavior of Steel Beam–Column Joint with the Load Bearing-Energy Dissipation Connection for Converter Station Building;Buildings;2024-08-06

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