半主动控制采用可调参数的被动控制装置semi-activecontrol using passive control with adjustable parameters○不需要很大外部能源输入，依赖于结构反应和外界干扰信息，采用最优控制策略调整参数Olt relies on structural response and disturbancesignal rather than large energy input and adoptsoptimal control strategy to adjust parameters○以被动控制为主，即具有被动控制的可靠性，又具有主动控制的适应性，是一种具有前景的控制技术 Mainly passive control, It is a promisingcontrol system which integrates the reliability ofpassive control and adaptability of active control
半主动控制——采用可调参数的被动控制装置 semi-active control using passive control with adjustable parameters 不需要很大外部能源输入，依赖于结构反应和外 界干扰信息，采用最优控制策略调整参数 It relies on structural response and disturbance signal rather than large energy input and adopts optimal control strategy to adjust parameters 以被动控制为主，即具有被动控制的可靠性，又 具有主动控制的适应性，是一种具有前景的控制 技术 Mainly passive control, It is a promising control system which integrates the reliability of passive control and adaptability of active control
智能控制采用智能控制算法和智能驱动或智能阻尼装置为标志的控制方式intelligent control ------control method which adoptsintelligent control algorithm, intelligent driver or intelligentdampingdevice.O智能控制算法intelligent controlalgorithmO智能材料和器件intelligentmaterial anddevice混合控制一不同控制方式相结合的控制方法Hybridcontrol----that combines differentcontrol methods
智能控制——采用智能控制算法和智能驱动或智能阻尼装 置为标志的控制方式 intelligent control -control method which adopts intelligent control algorithm, intelligent driver or intelligent damping device. 智能控制算法 intelligent control algorithm 智能材料和器件 intelligent material and device 混合控制——不同控制方式相结合的控制方法 Hybrid control- that combines different control methods
基础隔震耗能减展被动控制吸振减震主动拉索主动控制主动支撑主动质量阻尼智能材料自控结构减震控制变刚度半主动，半主动控制变阻尼半主动变刚度变阻尼半主动被动与主动混合混合控制被动与半主动混合半主动与主动混合
4.优越性(与传统抗震结构对比)advantages over conventional aseismicstructures安全可靠（减震结构与传统抗震结构地震反应比值) Safety and reliability (the ratio of theearthquake response of damping structuresto that of conventional aseismic structures)Isolation structures: 8%~25%Energy dissipation structures: 30%~60%TMD passive vibration control structures:30%~60%Active control structures: 10%~50%
4. 优越性(与传统抗震结构对比) advantages over conventional aseismic structures 安全可靠（减震结构与传统抗震结构地震反应 比值）Safety and reliability (the ratio of the earthquake response of damping structures to that of conventional aseismic structures) Isolation structures: 8%~25% Energy dissipation structures: 30%~60% TMD passive vibration control structures: 30%~60% Active control structures: 10%~50%
4.优越性（与传统抗震结构对比）经济性好子（节省工程造价）economic efficiency (saving engineering cost)vibrationisolationstructures:3%~20%energy-dissipation structures:3%~10%passive or active control structures 5%~20%建筑设计灵活Flexibledesign适应范围广Widerangeofapplications检测修复方便Easytomaintenance
4.优越性（与传统抗震结构对比） 经济性好 （节省工程造价） economic efficiency (saving engineering cost) vibration isolation structures:3%~20% energy-dissipation structures: 3%~10% passive or active control structures 5%~20% 建筑设计灵活 Flexible design 适应范围广 Wide range of applications 检测修复方便 Easy to maintenance