Design and Testing of an Enhanced-Elongation Telescoping Self-Centering Energy-Dissipative Brace-Reference-Cited by-同舟云学术

Design and Testing of an Enhanced-Elongation Telescoping Self-Centering Energy-Dissipative Brace

Published:2015-06 Issue:6 Volume:141 Page:04014163
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.

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, 2900, boul. Édouard-Montpetit, Montréal, QC, Canada H3T 1J4.

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.0001109

Reference24 articles.

1. AISC. (2005). “Seismic provisions for structural steel buildings including supplement no. 1.” ANSI/AISC 341s1-05 Chicago.

2. ASCE. (2005). “Minimum design loads for buildings and other structures including supplement no. 1.” ANSI/SEI7-05 Reston VA.

3. Chou C.-C. and Chen Y.-C. (2012). “Development and seismic performance of steel dual-core self-centering braces.” Proc. 15th World Conf. on Earthquake Engineering Sociedade Portuguesa de Engenharia Sísmica Lisbon Portugal.

4. Seismic response of self-centring hysteretic SDOF systems

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