Cumulative Cyclic Deformation Capacity of Circular Tubular Braces under Local Buckling-Reference-Cited by-同舟云学术

Cumulative Cyclic Deformation Capacity of Circular Tubular Braces under Local Buckling

Published:2011-11 Issue:11 Volume:137 Page:1311-1318
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Takeuchi Toru¹²,Matsui Ryota¹²

Affiliation:

1. Professor, Dept. of Architecture and Building Engineering, Tokyo Institute of Technology, M1-29, 2-12-1 O-okayama, Meguro-ku, Tokyo, 152-8552 (corresponding author).

2. Graduate Student, Dept. of Architecture and Building Engineering, Tokyo Institute of Technology, M1-29, 2-12-1 O-okayama, Meguro-ku, Tokyo, 152-8552.

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.0000380

Reference19 articles.

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2. Tests of Cold-Formed Circular Tubular Braces under Cyclic Axial Loading

3. Hysteretic characteristics of steel-braced frames. Part 1: The behavior of bracing members under cyclic axial forces;Igarashi S.;J. Struct. Constr. Eng., AIJ,1972

4. Inelastic response of restrained steel tubes;Jain A. K.;J. Struct. Eng.,1978

5. Hysteresis cycles of axially loaded steel members;Jain A. K.;J. Struct. Eng.,1980

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