Behavior of hexagonal multicell CFST columns under lateral cyclic loads: Experimental study-Reference-Cited by-同舟云学术

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Behavior of hexagonal multicell CFST columns under lateral cyclic loads: Experimental study

Published:2021-03 Issue: Volume:230 Page:111700
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Yin Fei,Cao Wan-Lin,Wang Ru-Wei,Peng Bin,Dong Hong-Ying

Funder

China Postdoctoral Science Foundation

Natural Science Foundation of Beijing Municipality

Beijing Municipal Natural Science Foundation

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference43 articles.

1. Fiber beam model for fire response simulation of axially loaded concrete filled tubular columns[J];Ibanez;Eng Struct,2013

2. Finite element analysis of square concrete-filled steel tube (CFST) columns under axial compressive load [J];Ouyang;Eng Struct,2018

3. Seismic Behavior of FRP-High-Strength Concrete-Steel Double-Skin Tubular Columns[J];Ozbakkaloglu;J Struct Eng,2014

4. Seismic behavior of exposed concrete filled steel tube column bases with embedded reinforcing bars: Experimental investigation [J];Qiao;Thin-Wall Struct,2019

5. Uniaxial compression performance of rectangular CFST columns with different internal construction characteristics[J];Dong;Eng Struct,2018

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1. Seismic behavior of double-cell CFST columns with table tennis racket-shaped cross section;Engineering Structures;2024-07

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

3. Seismic performance of special-shaped hexagonal concrete filled steel tubes with inner diaphragm plates and shear studs;Engineering Structures;2024-02

4. Axial compressive behavior of high-strength concrete-filled steel tube with multiple confinement effects;Journal of Constructional Steel Research;2024-02

5. Numerical investigation and design of P-M interaction capacity of CFRP-jacketed hexagonal CFST short beam-columns;Structures;2023-06

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