Three-Dimensional Numerical Model for Seismic Analysis of Bridge Systems with Multiple Thin-Walled Partially Concrete-Filled Steel Tubular Columns-Reference-Cited by-同舟云学术

Three-Dimensional Numerical Model for Seismic Analysis of Bridge Systems with Multiple Thin-Walled Partially Concrete-Filled Steel Tubular Columns

Published:2020-01 Issue:1 Volume:146 Page:04019164
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Lyu Fei¹,Goto Yoshiaki²^ORCID,Kawanishi Naoki³,Xu Yan⁴

Affiliation:

1. Ph.D. Student, Dept. of Civil Engineering, Nagoya Institute of Technology, Gokiso-cho, Showa-ku, Nagoya 466-8555, Japan.

2. Professor, Dept. of Civil Engineering, Nagoya Institute of Technology, Gokiso-cho, Showa-ku, Nagoya 466-8555, Japan (corresponding author). ORCID: .

3. Professor, Dept. of Civil Engineering, National Institute of Technology, Toyota College, Toyota 471-8525, Japan.

4. Associate Professor, Dept. of Bridge Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0002451

Reference27 articles.

1. Prediction of pre- and post-peak behavior of concrete-filled circular steel tube columns under cyclic loads using fiber element method

2. Nonlinear Seismic Analysis of Circular Concrete-Filled Steel Tube Members and Frames

3. Local Buckling Restraining Behavior of Thin-Walled Circular CFT Columns under Seismic Loads

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1. Refined finite element modelling of circular CFST bridge piers subjected to the seismic load;COMPUT CONCRETE;2024

2. Uniaxial material model with softening for simulating the cyclic behavior of steel tubes in concrete‐filled steel tube beam‐columns;Earthquake Engineering & Structural Dynamics;2024-08-06

3. Experimental study on the seismic performance of concrete-filled steel tube columns with a multiple-chamber round-ended cross-section;Frontiers in Materials;2024-02-22

4. A 3D NUMERICAL MODEL FOR ASSESSING SEISMIC ROBUSTNESS OF MULTI-CFT COLUMN PIERS WITH SHEAR DAMPERS INCORPORATING LOCAL BUCKLING OF CFT COLUMNS;Japanese Journal of JSCE;2024

5. Analysis of ultimate seismic performance of thin-walled concrete-filled steel tube bridge piers under dynamic load;Engineering Structures;2023-10