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Research on the multi-shear spring model for circular-section steel piers

  • Published:2022-01 Issue: Volume:188 Page:107041
  • ISSN:0143-974X
  • Container-title:Journal of Constructional Steel Research
  • language:en
  • Short-container-title:Journal of Constructional Steel Research

Author:

Zhuge Hanqing,Xie Xu,Chen Shuxian,Tang Zhanzhan

Funder

Zhejiang University

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference31 articles.

1. Numerical study on cyclic elasto-plastic behavior of steel bridge piers of pipe-sections without stiffeners;Ge;Proc. JSCE,1997

2. Ductility evaluation of steel bridge piers with pipe sections;Gao;J. Eng. Mech.,1998

3. Hysteretic model for steel piers considering the local buckling of steel plates;Chen;Eng. Struct.,2019

4. Ductility prediction of stiffened steel pipe-section bridge piers;Liu;J. Harbin Inst. Technol.,2017

5. Researches on the factors affecting the ductility of stiffened steel pipe-section bridge piers;Li;Steel Const.,2012
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