Behaviour and design of double angle beam-column connection in fire conditions-Reference-Cited by-同舟云学术

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Behaviour and design of double angle beam-column connection in fire conditions

Published:2022-12 Issue: Volume:134 Page:103707
ISSN:0379-7112
Container-title:Fire Safety Journal
language:en
Short-container-title:Fire Safety Journal

Author:

Natesh Priya S.,Agarwal Anil,Choe Lisa

Publisher

Elsevier BV

Subject

General Physics and Astronomy,Safety, Risk, Reliability and Quality,General Materials Science,General Chemistry,Building and Construction

Reference42 articles.

1. Compendium of UK standard fire test data, unprotected structural steel – 1;Wainman,1987

2. Fire resistance of composite slabs with profiled steel sheet and of composite steel-concrete beams, Part 2: composite beams;Zhao,1997

3. A Report on the Alexis Nihon Office Complex Fire;Gosselin,1987

4. Final Report on the Collapse of the World Trade Center Towers, NIST NCSTAR;Sunder,2005

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. Experimental study on behavior of top-and-seat-angle with double web-angle (TSDW) connections under fire conditions;Thin-Walled Structures;2024-01

2. Impact of partially damaged passive protection on the fire response of bolted steel connections using finite element analysis;Case Studies in Thermal Engineering;2023-09

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