Seismic Resistant Design of Buildings with Velocity Dependence Passive Energy Dissipation Devices *

摘要：

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).

关键词： Displacement Dependence Passive Energy Dissipation Devices Low yielding Strength Steel(LYS) Velocity Dependence Passive Energy Dissipation Devices viscous-elastic damper(VED) fluid viscous damper(FVD)

作者: Chan Tianchyuan Chen Yilung Hsieh Fengyang Yu Chunghwa Lu Yunpin Lin Shihhsun

作者单位: Associate Professor, Department of Architecture & Urban Design, Chinese Culture University, Taipei 1 Graduate Student, Dept. of Architecture & Urban Design, Chinese Culture University, Taipei 11214, Ta 3Structural Engineer, Dept. of Architectural Engineering, China University of Technology, Taipei 117

会议类型: 国际会议

会议名称: 14th World Conference on Earthquake Engineering(第十四届国际地震工程会议)

会议地点: 北京

会议语种:英文

在线出版日期: 2008-10-12（万方平台首次上网日期，不代表论文的发表时间）