Analytical and Experimental Study of Toggle-Brace-Damper Systems-Reference-Cited by-同舟云学术

Analytical and Experimental Study of Toggle-Brace-Damper Systems

Published:2005-07 Issue:7 Volume:131 Page:1035-1043
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Hwang Jenn-Shin¹²³,Huang Yin-Nan¹²³,Hung Ya-Hui¹²³

Affiliation:

1. Professor, Dept. of Construction Engineering, P.O. Box 90-130, National Taiwan Univ. of Science and Technology, Taipei, Taiwan; also, Deputy Director, National Center for Research on Earthquake Engineering, Taipei, Taiwan.

2. PhD Candidate, Dept. of Civil, Structural, and Environmental Engineering, State Univ. of New York at Buffalo, New York; formerly, Assistant Research Engineer, National Center for Research on Earthquake Engineering, Taipei, Taiwan.

3. Graduate Research Assistant, Dept. of Construction Engineering, National Taiwan Univ. of Science and Technology, Taipei, 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%282005%29131%3A7%281035%29

Reference16 articles.

1. Constantinou M. C. and Symans M. D. (1992). “Experimental and analytical investigation of seismic response of structures with supplemental fluid viscous dampers.” Rep. No. NCEER-92-0032 National Center for Earthquake Engineering Research State Univ. of New York at Buffalo Buffalo N.Y.

2. Toggle-Brace-Damper Seismic Energy Dissipation Systems

3. Federal Emergency Management Agency (FEMA). (2000). “Prestandard and commentary for the seismic rehabilitation of buildings.” Rep. No. 356 Washington D.C.

4. Federal Emergency Management Agency (FEMA). (2001). “2000 NEHRP recommended provisions for seismic regulations for new buildings.” Rep. Nos. 368 (Provisions) 369 (Commentary) Washington D.C.

5. Comparative Study of Frames Using Viscoelastic and Viscous Dampers

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