12.22: Seismic performance of high capacity hybrid beam-columns: Comprising of high strength steel tubes subjected to lateral cyclic loading
Author:
Affiliation:
1. Department of Civil Engineering; Monash University; Melbourne VIC 3800 Australia
2. Department of Civil and Construction Engineering; Swinburne University of Technology; Melbourne Australia
Publisher
Wiley
Subject
General Earth and Planetary Sciences,General Environmental Science
Reference29 articles.
1. Section slenderness limits of very high strength circular steel tubes in bending;Jiao;Thin-Walled Structures.,2004
2. Plastic mechanism analysis of fabricated square and triangular sections under axial compression;Ye;Thin-Walled Structures.,2007
3. Behaviour of stub columns utilising mild-steel plates and VHS tubes under fire;Heidarpour;Journal of Constructional Steel Research.,2014
4. Concrete-filled VHS-to-steel fabricated section stub columns subjected to axial compression;Mashiri;Journal of Constructional Steel Research.,2014
5. Application of high strength and ultra-high strength steel tubes in long hybrid compressive members: Experimental and numerical investigation;Javidan;Thin-Walled Structures.,2016
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