The Influence of Tensile Membrane Action on Fire-exposed Composite Concrete Floor-steel Beams with Web-openings-Reference-Cited by-同舟云学术

The Influence of Tensile Membrane Action on Fire-exposed Composite Concrete Floor-steel Beams with Web-openings

Published:2013 Issue: Volume:62 Page:710-716
ISSN:1877-7058
Container-title:Procedia Engineering
language:en
Short-container-title:Procedia Engineering

Author:

Wong Bernice V.Y.,Burgess Ian W.

Publisher

Elsevier BV

Subject

Applied Mathematics

Reference21 articles.

1. CEN, 2005a. Eurocode 3: Design of Steel Structures. Part 1-2: General Rules-Structural Fire Design, Brussels: European Committee for Standardisation.

2. CEN, 2005b. Eurocode 4: Design of Composite Steel and Concrete Structures. Part 1-2: General Rules-Structural Fire Design, Brussels: European Committee for Standardisation.

3. Behaviour of a Multi-storey Steel Framed Building Subjected to Fire Attack;O’Connor;Journal of Constructional Steel Research,1998

4. The Behaviour of Full-scale Steel-framed Buildings Subjected to Compartment Fires;Bailey;The Structural Engineer,1999

5. Behaviour of Composite Cellular Steel - Concrete Beams at Elevated Temperatures;Wong;International Journal of Steel Structures,2009

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2. Shear Strengthening of Composite Concrete Steel Plate Girders with Web Openings Using Steel Strips;IOP Conference Series: Materials Science and Engineering;2020-03-06

3. Behaviour of structural sub-assemblies of steel beams with openings in fire conditions;Journal of Constructional Steel Research;2018-09

4. Structural analysis of a composite continuous girder with a single rectangular web opening;HBRC Journal;2017-08

5. Why Broadgate Phase 8 composite floor did not fail under fire;Journal of Structural Fire Engineering;2017-07-27