ELASTO-PLASTIC SEISMIC RESPONSE ANALYSIS OF STRUCTURES WITH A DDING DAMPING AND STIFFNESS DEVICES

Zhang Yuliang; Tang Yuchuan

doi:10.13204/j.gyjz200409013

Volume 34 Issue 9

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2004 > 34(9): 45-46,50

Zhang Yuliang, Tang Yuchuan. ELASTO-PLASTIC SEISMIC RESPONSE ANALYSIS OF STRUCTURES WITH A DDING DAMPING AND STIFFNESS DEVICES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(9): 45-46,50. doi: 10.13204/j.gyjz200409013

Citation:

Zhang Yuliang, Tang Yuchuan. ELASTO-PLASTIC SEISMIC RESPONSE ANALYSIS OF STRUCTURES WITH A DDING DAMPING AND STIFFNESS DEVICES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(9): 45-46,50. doi: 10.13204/j.gyjz200409013

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ELASTO-PLASTIC SEISMIC RESPONSE ANALYSIS OF STRUCTURES WITH A DDING DAMPING AND STIFFNESS DEVICES

doi: 10.13204/j.gyjz200409013

1.
Department of Civil Engineering,Tsinghua University Beijing 100084

Received Date: 2003-09-24
Publish Date: 2004-09-20

Abstract

Abstract

Based on the elasto-plastic restoring force model for adding damping and stiffness(ADAS)device suggested in this paper, element stiffness matrix for ADAS device and dynamic analysis method for structures with ADAS devices in spatial member-story model are derived.Elasto-plastic seismic response analysis for structures with ADAS devices is added into the HBTA computer program.Seismic mitigation effect of ADAS device upon structure is shown with an example.
- adding damping and stiffness,
- seismic mitigation,
- time-history analysis

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References

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[5] Whittaker A S,et al.Earthquake Simulator Testing of Steel Plate Adde d Damping and Stiffness Elements.Report UCB/EERC-89/02,Earthquake Engineering R esearch Center,University of California at Berkeley,1989

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