Interaction diagrams of concrete-filled steel tube columns exposed to fire considering the slenderness effect-Reference-Cited by-同舟云学术

Interaction diagrams of concrete-filled steel tube columns exposed to fire considering the slenderness effect

Published:2023-08 Issue: Volume:289 Page:116296
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Kim Han-Soo^ORCID,Lee Jung-Hwan,Lee Seung-Hoon^ORCID

Funder

National Research Foundation of Korea

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference33 articles.

1. Fib, Bulletin 46 Fire design of concrete structures – structural behaviors and assessment. Chapter 3 sectional analysis, Fédération International du Béton (fib), Lausanne, 2008.

2. AISC, Specification for Structural Steel Buildings (ANSI/AISC 360-16), American Institute of Steel Construction, Chicago IL, 2016.

3. Experimental behavior of high strength square concrete filled steel tube beam-columns;Varma;J Struct Eng,2002

4. New approach to AISC P-M interaction curve for square concrete filled tube (CFT) beam–columns;Choi;Eng Struct,2006

5. Closed-form approximations of interaction diagrams for assessment and design of reinforced concrete columns and concrete-filled steel tubes with circular cross-section;Trentadue;Eng Struct,2016

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3. Development of beam elements for nonlinear analysis of reinforced concrete frames subjected to fire;Structures;2024-04