Physical Theory Hysteretic Model for Steel Braces-Reference-Cited by-同舟云学术

Physical Theory Hysteretic Model for Steel Braces

Published:2008-07 Issue:7 Volume:134 Page:1215-1228
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Dicleli Murat¹²,Calik Ertugrul Emre¹²

Affiliation:

1. Associate Professor, Dept. of Engineering Sciences, Middle East Technical Univ., 06531 Ankara, Turkey. E-mail: mdicleli@metu.edu.tr

2. Graduate Research Assistant, Dept. of Engineering Sciences, Middle East Technical Univ., 06531 Ankara, Turkey.

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%290733-9445%282008%29134%3A7%281215%29

Reference28 articles.

1. Cyclic In‐Plane Buckling of Double Angle Bracing

2. Black R. G. Wenger W. A. B. and Popov E. P. (1980). “Inelastic buckling of steel strut under cyclic load reversals.” Rep. No. UCB/EERC-80/40 Earthquake Engineering Research Center Univ. of California Berkeley Calif.

3. Cyclic behaviour of partly plastic pinned circular tubes: II. Testing and verification of the model

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

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