Effect of composite slab and connection detail on cyclic behavior of steel beam-to-HSS column moment connections-Reference-Cited by-同舟云学术

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Effect of composite slab and connection detail on cyclic behavior of steel beam-to-HSS column moment connections

Published:2024-10 Issue: Volume:95 Page:110254
ISSN:2352-7102
Container-title:Journal of Building Engineering
language:en
Short-container-title:Journal of Building Engineering

Author:

Jin Jialiang^ORCID,Yan Tianhao^ORCID,Nagae Takuya^ORCID,Okazaki Taichiro^ORCID,Matsumiya Tomohiro,Takahashi Noriyuki^ORCID

Publisher

Elsevier BV

Reference67 articles.

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

2. Classification of damage to steel buildings observed in the 1995 Hyogoken-Nanbu earthquake;Nakashima;Eng. Struct.,1998

3. Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings,2000

4. State of the Art Report on Past Performance of Steel Moment-Frame Buildings in Earthquakes,2000

5. Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications,2016

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. Cyclic pushover analysis for seismic response evaluation of a full-scale 10-story steel building tested on the E-Defense shake-table;Journal of Building Engineering;2024-11

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