Shaking Table Study on Displacement-Based Design for Seismic Retrofit of Existing Buildings Using Nonlinear Viscous Dampers-Reference-Cited by-同舟云学术

Shaking Table Study on Displacement-Based Design for Seismic Retrofit of Existing Buildings Using Nonlinear Viscous Dampers

Published:2008-04 Issue:4 Volume:134 Page:671-681
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Chang Kuo-Chun¹²³,Lin Yu-Yuan¹²³,Chen Chang-Yu¹²³

Affiliation:

1. Professor, Dept. of Civil Engineering, National Taiwan Univ., No.1 Sec. 4, Roosevelt Rd., Taipei 106, Taiwan.

2. Associate Professor, Dept. of Civil and Water Resources Engineering, National Chiayi Univ., Chiayi 600, Taiwan.

3. Assistant Researcher, National Center for Research on Earthquake Engineering, Taipei 106, Taiwan.

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%3A4%28671%29

Reference30 articles.

1. Applied Technology Council (ATC). (1993). Proc. Seminar on Seismic Isolation Passive Energy Dissipation and Active Control ATC-17-1 Redwood City Calif.

2. Building Seismic Safety Council (BSSC). (2003). “NEHRP recommended provisions for seismic regulations for new buildings and other structures.” 2003 edition Rep. Nos. FEMA-450 and FEMA-451 FEMA Washington D.C.

3. Chen C. Y. (2003). “Displacement-based design for seismic retrofit of existing buildings using damping systems.” MS thesis Dept. of Civil Engineering National Taiwan Univ. Taiwan.

4. Direct Displacement-Based Design: Use of Inelastic vs. Elastic Design Spectra

5. Computers and Structures Inc. (CSI). (2003). “SAP2000 nonlinear version 8.3.” Berkeley Calif.

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