Author:
Khonsari Seyed Vahid,Bazli Milad,Jafari Armin,Mohammadi Mirmohammad
Reference35 articles.
1. Behaviour of beam-to-column high strength steel endplate connections under fire conditions–Part 1: Experimental study;Qiang;Eng Struct,2014
2. The role of connections in the response of steel frames to fire;Burgess;Struct Eng Int,2012
3. Federal building and fire safety investigation of the world trade center disaster: final report of the national construction safety team on the collapses of the world trade center towers (NIST NCSTAR 1);Shyam-Sunder,2005
4. The behaviour of a multi-storey steel framed building subjected to fire attack-experimental data;Kirby,1998
5. Overview of the structural design of World Trade Center 1, 2, and 7 buildings;McAllister;Fire Technol,2013