EXPERIMENTAL STUDY ON POST-LOCAL BUCKLING BEHAVIOR OF CFT BEAM-COLUMNS UNDER CYCLIC LOADING : Elasto-plastic behavior of square CFT beam-columns Part 1-Reference-Cited by-同舟云学术

EXPERIMENTAL STUDY ON POST-LOCAL BUCKLING BEHAVIOR OF CFT BEAM-COLUMNS UNDER CYCLIC LOADING : Elasto-plastic behavior of square CFT beam-columns Part 1

Published:2001 Issue:540 Volume:66 Page:141-148
ISSN:1340-4202
Container-title:Journal of Structural and Construction Engineering (Transactions of AIJ)
language:en
Short-container-title:Nihon Kenchiku Gakkai Kozokei Ronbunshu

Author:

KAWAGUCHI Jun¹,MORINO Shosuke¹

Affiliation:

1. Dept. of Architecture, Faculty of Engineering, Mie University

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/66/540/66_KJ00004101474/_pdf

Reference17 articles.

1. 1) SUZUKI T. Elasto-Plastic Behaviors of Concrete-Filled Square Steel Tubular Columns. Journal of Structural and Construction Engineering (Transactions of AIJ), AJI. (1984) vol.345, p.70-78.

2. 2) NISHIYAMA I. Deformation Capacity of Concrete Filled Steel Rectangular Tube Columbs. Journal of Structural and Construction Engineering (Transactions of AIJ), AJI. (1994) vol.457, p.83-91.

3. 3) KATO B. Strength and Rotation Capacity of Concrete-Filled Tubular Columns, Part1. Journal of Structural and Construction Engineering (Transactions of AIJ), AJI. (1995) vol.468, p.183-191.

4. 4) KATO B. Strength and Rotation Capacity of Concrete-Filled Tubular Columns, Par.2. Journal of Structural and Construction Engineering (Transactions of AIJ), AJI. (1995) vol.477, p.157-166.

5. 5) KATO B. Strength and Rotation Capacity of Concrete-Filled Tubular Columns, Par.3. Journal of Structural and Construction Engineering (Transactions of AIJ), AJI. (1997) vol.499, p.131-138.

Cited by 7 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Behavior of square concrete‐filled steel tubular beam‐columns subjected to lateral loads with constant cyclic displacement;JAPAN ARCHITECTURAL REVIEW;2020-09-21

2. Efficiency of employing fiber-based finite-length plastic hinges in simulating the cyclic and seismic behavior of steel hollow columns compared with other common modelling approaches;Earthquake Engineering and Engineering Vibration;2019-10

3. BEHAVIOR OF SQUARE CONCRETE FILLED STEEL TUBULAR BEAM-COLUMNS SUBJECTED TO LATERAL LOAD WITH CONSTANT CYCLIC DISPLACEMENT;Journal of Structural and Construction Engineering (Transactions of AIJ);2019

4. Generalized plasticity model for inelastic RCFT column response;Computers & Structures;2016-05

5. EFFECTS OF LOCAL BUCKLING ON DEFORMATION CAPACITY OF STEEL BOX COLUMNS SUBJECTED CYCLIC LOADING;Journal of Structural and Construction Engineering (Transactions of AIJ);2007