Efficient Energy Dissipating Steel-Braced Frame to Resist Seismic Loads-Reference-Cited by-同舟云学术

Efficient Energy Dissipating Steel-Braced Frame to Resist Seismic Loads

Published:2007-07 Issue:7 Volume:133 Page:969-981
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Dicleli Murat¹²,Mehta Anshu¹²

Affiliation:

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

2. Graduate Research Assistant, Dept. of Civil Engineering and Construction, Bradley Univ., Peoria, Illinois 61625.

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%282007%29133%3A7%28969%29

Reference37 articles.

1. ADINA. (2004). Automatic dynamic incremental nonlinear analysis version 8.2 ADINA R&D Inc. Watertown Mass.

2. AISC. (2002) “Seismic provisions for structural steel buildings.” ANSI/AISC 341-02 American Institute of Steel Construction Chicago.

3. Seismic damage in reinforced concrete frames;Banon H.;J. Struct. Div.,1981

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

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