Composite action of hexagonal concrete-filled steel tubular stub columns under axial loading-Reference-Cited by-同舟云学术

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Composite action of hexagonal concrete-filled steel tubular stub columns under axial loading

Published:2016-10 Issue: Volume:107 Page:502-513
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Ding Fa-xing,Li Zhe,Cheng Shanshan,Yu Zhi-wu

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference33 articles.

1. Design and construction of concrete-filled steel tube column system in Japan;Morino;Earthq. Eng. Eng. Seismol.,2003

2. Behaviors of axially loaded circular concrete-filled steel tube (CFT) stub columns with notch in steel tubes;Chang;Thin-Walled Struct.,2013

3. Analysis of circular concrete-filled steel tube support in high ground stress conditions;Chang;Tunnel. Undergr. Space Technol.,2014

4. Experimental study on shear resistance of self-stressing concrete filled circular steel tubes;Chang;J. Constr. Steel Res.,2009

5. Circular concrete-filled double skin tubular short columns with external stainless steel tubes under axial compression;Hassanein;Thin-Walled Struct.,2013

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3. Confinement-based direct design of axially-compressed octagonal concrete-filled double skin steel tubes;Journal of Building Engineering;2024-07

4. Research on hexagonal concrete-filled steel tubular transition pieces for wind turbine hybrid towers under axial compression;Thin-Walled Structures;2024-07

5. Unified artificial neural network, linear and nonlinear statistics methods for forecasting the capacity of axially loaded concrete-filled steel tube (CFST) members;Structures;2024-06

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