Mechanical behavior and design applicability of ultra-high-performance concrete-filled circular steel tubular short columns under axial compression-Reference-Cited by-同舟云学术

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Mechanical behavior and design applicability of ultra-high-performance concrete-filled circular steel tubular short columns under axial compression

Published:2024-01 Issue: Volume:299 Page:117112
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Wang Yan-Bo,Song Ci,Xiong Ming-Xiang,Liew J.Y. Richard

Funder

National Natural Science Foundation of China

Natural Science Foundation of Guangdong Province

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference36 articles.

1. Han L, Li W, Bjorhovde R. Developments and advanced applications of concrete-filled steel tubular (CFST) structures: Members. J Constr Steel Res 2014;100.

2. An experimental study and calculation on the fire resistance of concrete-filled SHS and RHS columns;Han;J Constr Steel Res,2003

3. Axially loaded concrete-filled steel tubes;Schneider;J Struct Eng,1998

4. Design of concrete filled tubular beam-columns with high strength steel and concrete;Liew;Structures,2016

5. Noncompact and slender circular CFT members: Experimental database, analysis, and design;Lai;J Constr Steel Res,2015

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Experimental study on the compressive behavior of UHPC filled stainless steel tubes subjected to monotonic and cyclic loading;Construction and Building Materials;2024-10

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