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The analysis on the seismic behavior of T-shaped prefabricated special-shaped CFST with rectangular multi-cell columns

  • Published:2020-12 Issue: Volume:28 Page:803-815
  • ISSN:2352-0124
  • Container-title:Structures
  • language:en
  • Short-container-title:Structures

Author:

Cui Wenbin,Wang Lai,Chen Huirong,Chen Haitao,Liu Su

Funder

Research and Development

Shandong University of Science and Technology

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference24 articles.

1. Comprehensive composite inelastic fiber element for cyclic analysis of concrete-filled steel tube columns;Aval;J Eng Mech,2002

2. Constitutive relationship of L-section CFT with binding bars[J];Jian;Eng Mech,2008

3. Axial load behavior of L-shaped CFT stub columns with binding bars[J];Zhiliang;Eng Struct,2012

4. Prediction of hysteretic behavior of high-strength square concrete-filled steel tubular columns subjected to eccentric loading[J];Chung;Int J Steel Struct,2012

5. Parameter identification of three hysteretic models for the simulation of the response of CFT columns to cyclic loading[J];Skalomenos;Eng Struct,2014

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