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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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(6)

References

Kelly J M,Skinner R I,Heine A J.Mechanism of Energy Absorpti on in Special Devices for Use in Earthquake Resistant Structure.Bull N Z.Nation al Society for Earthquake Engineering,1972,5(3):63～82

[2] Wen Yi-Kwei.Method for Random Vibration of Hysteretic Systems.Jour nal of the Engineering,Mechanics Division,1976,102(EM2):249～263

[3] 孙业扬,余东安,金瑞椿,等.高层建筑杆系-层间模型弹塑性动态分析.同济大学学报,1980(1):87～98

[4] 陆兢,张铜生,崔鸿超.大连远洋大厦弹塑性时程分析.建筑结构,1998(10) :14～19

[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

[6] 欧进萍,吴斌.组合钢板屈服耗能器性能及对其高层钢结构减震效果的试验研究.建筑结构学报,2001,22(1):26～32

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