Self-Centering Energy Dissipative Bracing System for the Seismic Resistance of Structures: Development and Validation-Reference-Cited by-同舟云学术

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

Published:2008-01 Issue:1 Volume:134 Page:96-107
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Christopoulos C.¹²³⁴,Tremblay R.¹²³⁴,Kim H.-J.¹²³⁴,Lacerte M.¹²³⁴

Affiliation:

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

2. Professor and Canada Research Chair in Earthquake Engineering, Group for Research in Structural Engineering, École Polytechnique, Montreal, Canada H3C 3A7.

3. Postdoctoral Fellow, Dept. of Civil Engineering, Univ. of Toronto, 35 St. George St., Toronto, Ont., Canada M5S 1A4.

4. Research Engineer, Group for Research in Structural Engineering, École Polytechnique, Montreal, 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%290733-9445%282008%29134%3A1%2896%29

Reference30 articles.

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2. Aramid and carbon fibre-reinforced plastic prestressed ground anchors and their field applications

3. Seismic response of self-centring hysteretic SDOF systems

4. Dolan C. W. Bakis C. E. and Nanni A. (2001). “Design recommendations for concrete structures prestressed with FRP tendons.” Rep. No. DTFH61-96-C-00019 Prepared for the Federal Highway Administration Univ. of Wyoming Pennsylvania State Univ. and Univ. of Missoura-Rolla.

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