Development of design equations for ultra-high strength steel CHS columns under transient fire conditions considering thermal creep and axial restraint effects-Reference-Cited by-同舟云学术

Development of design equations for ultra-high strength steel CHS columns under transient fire conditions considering thermal creep and axial restraint effects

Published:2023-04 Issue: Volume:136 Page:103756
ISSN:0379-7112
Container-title:Fire Safety Journal
language:en
Short-container-title:Fire Safety Journal

Author:

Farmani Mohammad Amin^ORCID,Heidarpour Amin

Publisher

Elsevier BV

Subject

General Physics and Astronomy,Safety, Risk, Reliability and Quality,General Materials Science,General Chemistry,Building and Construction

Reference45 articles.

1. Compressive resistance of high-strength and normal-strength steel CHS members at elevated temperatures;Kucukler;Thin-Walled Struct.,2020

2. Ultra High Strength Steel for Sustainable Building Structures;Kamo,2015

3. Application of high strength and ultra-high strength steel tubes in long hybrid compressive members: experimental and numerical investigation;Javidan;Thin-Walled Struct.,2016

4. Innovative hollow columns comprising corrugated plates and ultra high-strength steel tubes;Nassirnia;Thin-Walled Struct.,2016

5. Effect of ultra-high strength steel on mitigation of non-ductile yielding of concrete-filled double-skin columns;Farahi;Construct. Build. Mater.,2017

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