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Testing and Modeling for Energy Dissipation Behavior of Velocity and Displacement Dependent Hydraulic Damper
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作者 宋文沛 施明祥 《Tsinghua Science and Technology》 SCIE EI CAS 2008年第S1期1-6,共6页
A passive energy-dissipating device, velocity, and displacement dependent hydraulic damper (VDHD), is developed to reduce the seismic response of structure. This device is comprised of a hydraulic jack, check valve, r... A passive energy-dissipating device, velocity, and displacement dependent hydraulic damper (VDHD), is developed to reduce the seismic response of structure. This device is comprised of a hydraulic jack, check valve, relief valve, and throttle valve. The numerical analysis model for SAP2000 nonlinear analysis program is proposed to simulate the energy-dissipating characteristics of VDHD. The analysis results of this model compared with the seismic resistant tests reveal that this proposed model can accurately describe the actual energy-dissipating behavior of VDHD. The efficiency of VDHD is confirmed using this proposed model for carrying out numerical analyses of bare building, building added with bulking resistant bracing (BBR), and VDHD. The energy-dissipating capabilities of VDHD are performing excellent displacement and acceleration control with various ground magnitudes; being an energy absorber to absorb mechanical energy in the structure and resist structural movement; and gathering the advantage of BRB. 展开更多
关键词 velocity and displacement dependent hydraulic damper simulated model for SAP2000 structural control shock absorption
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位移相关型与速度相关型阻尼器混用时耗能次序分析
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作者 李文斌 《建筑结构》 CSCD 北大核心 2020年第S02期337-342,共6页
昆明某重点设防的高层商业综合体框架结构,采用位移相关型阻尼器和速度相关型阻尼器混用的结构方案。为论证不同类型阻尼器的受力特点及耗能次序,进行多遇地震及罕遇地震的分析。多遇地震阶段,采用弹性时程分析方法对结构减震率、等效... 昆明某重点设防的高层商业综合体框架结构,采用位移相关型阻尼器和速度相关型阻尼器混用的结构方案。为论证不同类型阻尼器的受力特点及耗能次序,进行多遇地震及罕遇地震的分析。多遇地震阶段,采用弹性时程分析方法对结构减震率、等效阻尼比、支撑框架的倾覆力矩进行分析;罕遇地震阶段,采PERFORM-3D程序对不同时刻的梁、柱、阻尼器的耗能次序进行研究并采取了相应的加强措施。同时,对子结构进行了大震承载力的复核,确保结构安全。 展开更多
关键词 高烈度高层框架结构 位移型阻尼器 速度型阻尼器 耗能次序 子结构
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