Post-local buckling failure of slender and over-design circular CFT columns with high-strength materials-Reference-Cited by-同舟云学术

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Post-local buckling failure of slender and over-design circular CFT columns with high-strength materials

Published:2020-05 Issue: Volume:210 Page:110197
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Mou Ben,Bai Yongtao,Patel Vipul

Funder

National Natural Science Foundation

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference29 articles.

1. Eurocode 4: Design of Composite Steel and Concrete Structures. Part 1-1: General Rules and Rules for Buildings;Eurocode,2004

2. AISC (2016), Specification for structural steel buildings, 360-10, Chicago.

3. Steel-concrete composite structural systems;Hajjar,2013

4. Nonlinear seismic analysis of circular concrete-filled steel tube members and frames;Denavit;J. Struct. Eng.,2012

5. Behavior and strength of circular concrete-filled tube columns;Elremaily;J. Constr. Steel Res.,2002

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