Seismic Analysis of Concentrically Braced Frame Systems with Self-Centering Friction Damping Braces-Reference-Cited by-同舟云学术

Seismic Analysis of Concentrically Braced Frame Systems with Self-Centering Friction Damping Braces

Published:2008-01 Issue:1 Volume:134 Page:121-131
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Zhu Songye¹²,Zhang Yunfeng¹²

Affiliation:

1. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Lehigh Univ., Bethlehem, PA 18015. E-mail: soz2@lehigh.edu

2. Associate Professor, Dept. of Civil and Environmental Engineering, Lehigh Univ., Bethlehem, PA 18015 (corresponding author). E-mail: yuz8@lehigh.edu

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%28121%29

Reference30 articles.

1. Aiken I. D. Kelly J. M. and Pall A. S. (1988). “Seismic response of a nine-story steel frame with friction damped cross-bracing.” Proc. 9th World Conf. on Earthquake Engineering Tokyo and Kyoto Japan.

2. Cardone D. Dolce M. and Nigro D. (1999). “Experimental tests on SMA-based devices.” Proc. Final Workshop on the BRITE-MANSIDE (Memory Alloys for New Seismic Isolation and Energy Dissipation Devices) Project Rome.

3. Seismic response of self-centring hysteretic SDOF systems

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

5. Towards performance-based seismic design of MDOF structures with explicit consideration of residual deformations;Christopoulos C.;ISET J. Earthquake Technol.,2004

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