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- By applying the ADRC to the structural seismic response control of the system with the input time delay, the simulation proves that the ADRC is feasible to damping the structural seismic response. 通过自抗扰控制器在输入含有时滞的结构减振控制中的应用，仿真结果表明对输入含时滞时结构减振控制效果明显，自抗扰控制器对时滞系统的控制是可行的。
- T. Kobori et al. Seismic Response controlled structure with active variable stiffness[J]. J. of Earthquake Engineering and Structural Dynamics. 1993. 22. 刘季;孙作玉.;结构变阻尼半主动控制[J]
- Viscoelastic damper based seismic response control of pallet structure 基于粘弹性阻尼器的货架结构地震响应控制
- Study on Seismic Response Control of An Arch Bridge With Viscous Dampers 粘滞阻尼器拱桥结构减震控制研究
- Torsional-vertical seismic response control of multi-story structure with intelligent compound base-isolation system 多层建筑结构水平剪扭-竖向地震反应的智能复合隔震控制
- Seismic response control of tall steel structures using shape memory alloy tendons 高层钢结构地震反应形状记忆合金拉索控制研究
- Experiment investigation on semi-active seismic response control of tall building with podium structure 带裙房高层建筑地震反应控制振动台试验研究
- Experimental study on seismic response control of large-span building on top of ship lift towers using roof MR intelligent isolation system 大坝升船机地震鞭梢效应智能控制的振动台试验
- Study on the Seismic Response Control of Single Pile Platform with Seismic Isolation Structure by Using the Semi-active MR Damper 隔震独桩平台地震反应的半主动磁流变阻尼器控制研究
- The seismic response model for the gas-bea... 含气地震响应模式为“低频、强振幅、低阻抗”;
- seismic response control 地震响应控制
- Seismic response analysis methods for performance based design II. 基于性能设计的建筑振动解析2。
- Numerical value show: circular-ring energy dissipater can control seismic response and uplift. 数值计算表明：圆环耗能器能够有效的控制地震响应及提离。
- Research is made on optimal parameters of MTMD to control seismic response of structures. 摘要本文对结构MTMD地震反应控制最优参数取值进行了初步探讨。
- In order to control seismic response of a steel framework,a FPS Type TMD designed according to the structural parameters and dynamic property. 为了对某钢框架进行减震控制,本文利用该钢框架的结构参数和动力特性,设计了FPS型TMD减震装置。
- A model used PGA, PGV and PGD for calibrating seismic response spectrum was introduced. 介绍了用地面峰值加速度(PGA)、峰值速度(PGV)和峰值位移(PGD)三个参数标定设计地震反应谱的模型。
- Seismic responses of MR structures are analyzed, and three kinds of Bang-Bang control are compared. 研究磁流变阻尼结构的地震反应，对比分析了三种Bang-Bang控制下的控制结果；
- With this understanding, the rule of mode and response control of flywheel-bracket-groupware and the control practice are presented. 在此基础上，对飞轮支架组件的模态与响应控制的规律及如何控制进行若干分析。
- The tested results show that the EDDs are effective in attenuating seismic response of the frame model. 试验结果表明，耗能阻尼器支撑能够有效地控制结构的地震反应。
- The tests demonstrate that the effect of SSI on seismic response of the system is quite notable. 试验表明，结构-地基动力相互作用对体系地震反应的影响是很显著的。
