Seismic performance of weak-axis moment connections with reduced panel zone-Reference-Cited by-同舟云学术

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Seismic performance of weak-axis moment connections with reduced panel zone

Published:2023-01 Issue: Volume:47 Page:201-211
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Peker Kerem^ORCID,Akgönen A. İlker^ORCID

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference18 articles.

1. Panel zone deformation demands in steel moment resisting frames;Tuna;J Constr Steel Res,2015

2. Inelastic behaviour of steel beam-to-column subassemblages;Krawinkler,1971

3. Panel zone flexibility in seismic moment joints;Popov;J Constr Steel Res,1987

4. AISC Teaching Aids, Moment Resisting Frames, “https://www.aisc.org/education/university-programs/ta-teaching-the-principles-of-seismic-resistant-design-of-steel-building-structures/”.

5. Shear in beam-column joints in seismic design of steel frames;Krawinkler;Eng J,1978

Cited by 2 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. Improving a Conventional Connection of Beam-to-Weak Axis of H-shaped Column to Modify Load Path in Panel Zone;Journal of Earthquake and Tsunami;2024-04-06

2. Fire resistance and flexural load capacity of beam-column welded-bolted hybrid connection joints under post-earthquake fire;Structures;2024-04

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