Critical factors influencing the fire performance of bolted double angle connections
Author:
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference31 articles.
1. Tying capacity of web cleat connections in fire. Part 1: Test and finite element simulation;Yu;Eng Struct,2009
2. Horizontal forces in steel structures tested in fire;Wald;J Constr Steel Res,2009
3. General report: session on connections;Jaspart;J Constr Steel Res,2000
4. Behaviour of steel beam-to-column connections in fire;Lawson;Struct Eng,1990
5. Elevated-temperature moment–rotation tests on steelwork connections;Leston-Jones;Proc Inst Civil Eng – Struct Build,1997
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