Cumulative Deformation Capacity of Steel Braces under Various Cyclic Loading Histories

Author:

Takeuchi Toru1,Matsui Ryota2

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, Japan (corresponding author).

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

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference20 articles.

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

2. Experimental Investigation of Inelastic Cyclic Buckling and Fracture of Steel Braces

3. A model to simulate special concentrically braced frames beyond brace fracture

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

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

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