Design, Testing, and Detailed Component Modeling of a High-Capacity Self-Centering Energy-Dissipative Brace-Reference-Cited by-同舟云学术

Design, Testing, and Detailed Component Modeling of a High-Capacity Self-Centering Energy-Dissipative Brace

Published:2015-08 Issue:8 Volume:141 Page:04014193
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Erochko Jeffrey¹,Christopoulos Constantin²,Tremblay Robert³

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Carleton Univ., 1125 Colonel By Dr., Ottawa, ON, Canada K1S 5B6; formerly, Ph.D. Candidate, Univ. of Toronto, 35 St. George St., Toronto, ON, Canada M5S 1A4.

2. Professor, Dept. of Civil Engineering, Univ. of Toronto, 35 St. George St., Toronto, ON, Canada M5S 1A4 (corresponding author).

3. Professor, Dept. of Civil, Geological and Mining Engineering, École Polytechnique, P.O. Box 6079, Station “Centre-Ville”, Montreal, QC, Canada H3C 3A7.

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.0001166

Reference26 articles.

1. American Institute of Steel Construction (AISC). (2010). “Seismic provisions for structural steel buildings.” American National Standards Institute (ANSI)/AISC 341-10 Chicago.

2. Chou C.-C. and Chen Y.-C. (2012). “Development and seismic performance of steel dual-core self-centering braces.” Proc. 15th World Conf. Earthquake Engineering Lisbon Portugal.

3. Posttensioned Energy Dissipating Connections for Moment-Resisting Steel Frames

4. Self-Centering Energy Dissipative Bracing System for the Seismic Resistance of Structures: Development and Validation

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