Nonlinear analysis of composite castellated beams with profiled steel sheeting exposed to different fire conditions-Reference-Cited by-同舟云学术

Nonlinear analysis of composite castellated beams with profiled steel sheeting exposed to different fire conditions

Published:2015-10 Issue: Volume:113 Page:247-260
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Ellobody Ehab,Young Ben

Publisher

Elsevier BV

Subject

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

Reference51 articles.

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2. ECSC project: behaviour of a multistory steel framed building subjected to natural fires. Test 1: restrained beam, data files: deflection measurements;Bentley,1995

3. A non-linear analysis for three-dimensional steel frames in fire conditions;Najjar;Eng Struct,1996

4. Cardington fire tests: instrumentation locations for large compartment fire test;Lennon,1996

5. Fire resistance of composite slabs with profiled steel sheet and of composite steel concrete beams. Part 2: composite beams. European Commission. Technical steel research. Properties and service performance;Zhao,1997

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