Strongback System: A Way to Reduce Damage Concentration in Steel-Braced Frames-Reference-Cited by-同舟云学术

Strongback System: A Way to Reduce Damage Concentration in Steel-Braced Frames

Published:2015-09 Issue:9 Volume:141 Page:04014223
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Lai Jiun-Wei¹,Mahin Stephen A.²

Affiliation:

1. Postdoctoral Researcher, Pacific Earthquake Engineering Research Center, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, R126, Bldg. 454, 1301 South 46th St., Richmond, CA 94804 (corresponding author).

2. Byron L. and Elvira E. Nishkian Professor of Structural Engineering and Director of the Pacific Earthquake Engineering Research Center, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, 777 Davis Hall, Berkeley, CA 94720.

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.0001198

Reference35 articles.

1. American Institute of Steel Construction (AISC). (2005). “Seismic provisions for structural steel buildings.” AISC 341-05 Chicago.

2. ASCE. (2005). “Minimum design loads for buildings and other structures.” ASCE 7-05 Washington DC.

3. Chen C. H. and Mahin S. A. (2012). “Performance-based seismic demand assessment of concentrically braced steel frame buildings.” PEER Rep. 2012/103 Pacific Earthquake Engineering Research Center Univ. of California Berkeley CA.

4. Clough R. W. and Huckelbridge A. A. (1977). “Preliminary experimental study of seismic uplift of a steel frame.” Rep. UCB/EERC-77/22 Earthquake Engineering Research Center Univ. of California Berkeley CA.

5. Computers and Structures (CSI). (2009). “Integrated software for structural analysis and design.” SAP2000 Berkeley CA.

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