Analysis of uniaxially loaded short round-ended concrete-filled steel tubular beam-columns-Reference-Cited by-同舟云学术

Analysis of uniaxially loaded short round-ended concrete-filled steel tubular beam-columns

Published:2020-02 Issue: Volume:205 Page:110098
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Patel Vipulkumar Ishvarbhai

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference32 articles.

1. Structural response of concrete-filled round-ended stub columns subjected to eccentric loads;Piquer;Eng Struct,2019

2. Behavior of eccentrically loaded concrete-filled steel tubular columns;Fujimoto;J Struct Eng ASCE,2004

3. Flexural behaviour of concrete-filled steel tubes;Han;J Constr Steel Res,2004

4. Behaviour and design of fabricated high strength steel columns subjected to biaxial bending part II: analysis and design codes;Mursi;Adv Steel Constr,2006

5. Behavior of high-strength circular concrete-filled steel tubular (CFST) column under eccentric loading;Lee;J Constr Steel Res,2011

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