Seismic Resistant Design of Buildings with Velocity Dependence Passive Energy Dissipation Devices
Abstract eng: This research collect the passive energy dissipation devices design parameters, and using case of passive energy dissipation devices in Taiwan . To use ETABS computer program to analysis the effects of seismic response control of building structure retrofit by different kind of passive energy dissipation devices, include the displacement dependent devices(LYS-Low yielding steel) 、 the velocity dependent devices(VED-viscous elastic damper) and the velocity dependent devices(FVD-fluid viscous damper. According to the analysis result, The roof response acceleration increase 7.6% , the roof response displacement increase 8% with displacement dependent devices(LYS-Low yielding steel). The roof response acceleration increase 2% , the roof response displacement decrease 1% with the velocity dependent devices(VED-viscous elastic damper). The roof response acceleration decrease 13% , the roof response displacement decrease 28% with the velocity dependent devices(FVD-fluid viscous damper).
Contributors:
Conference Title:
Conference Title:
14th World Conference on Earthquake Engineering
Conference Venue:
Bejing (CN)
Conference Dates:
2008-10-12 / 2008-10-17
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
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Record created 2014-12-05, last modified 2014-12-05
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