Experimental and numerical studies on post-fire behaviour of S700 high strength steel circular hollow sections under combined compression and bending
Author:
Funder
Ministry of Education - Singapore
Publisher
Elsevier BV
Subject
Mechanical Engineering,Building and Construction,Civil and Structural Engineering
Reference30 articles.
1. Experimental investigation on stub-column behavior of cold-formed high-strength steel tubular sections;Ma;J. Struct. Eng.,2016
2. Stub column behavior of cold-formed high-strength steel circular hollow sections under compression;Chen;J. Struct. Eng.,2020
3. Cross-sectional behaviour of cold-formed high strength steel circular hollow sections;Meng;Thin-Walled Struct.,2020
4. Section slenderness limits of very high strength circular steel tubes in bending;Jiao;Thin-Walled Struct.,2004
5. Experimental investigation of cold-formed high strength steel tubular beams;Ma;Eng. Struct.,2016
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