Dual-3D hybrid fire simulation for modelling steel structures in fire with column failure

Author:

Cai Xuesong,Jiang Liming,Qiu Jin,Orabi M. Anwar,Yang Chengyu,Lou Guobiao,Khan Mustesin,Yuan Yong,Li Guoqiang,Usmani Asif

Funder

Hong Kong Polytechnic University

State Key Laboratory for Disaster Reduction in Civil Engineering

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference47 articles.

1. Connection temperatures during Mokrsko fire test;Chlouba;Acta Polytechnica,2009

2. Numerical analysis of partially fire protected composite slabs;Zaharia;Steel Compos. Struct.,2013

3. Behavior of sway two-bay, two-story composite steel frames in fire;Dong;J. Struct. Eng.,2016

4. Experimental studies on progressive collapse resistance of steel moment frames under localized furnace loading;Jiang;J. Struct. Eng.,2018

5. Global structural behavior in fire and consol- idated testing of steel structures;Fontana,2013

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