本文建立了基于时程分析的U型水箱对高层建筑结构地震反应振型控制的优化设计方法。
This paper provides an optimal design method of mode control of U-shaped water tank on structural earthquake responses of high building, which is based on the procedure analysis.
本文建立了用ER／MR智能阻尼器耦联的带裙房高层建筑结构地震反应半主动控制的设计计算方法。
This paper presents an analytical method for semi-active control of seismic responses of tall building, whose tower structure and skirt structure are connected to each other with ER/MR dampers.
对一个受控的20层基准建筑结构进行了非线性地震反应的数值仿真分析，并与别的控制策略进行比较。
Numerical simulation was carried out for analyzing the nonlinear seismic responses of the controlled 20-story benchmark building, and the results were compared with those by other.
根据试验测定的数据，研究了支盘桩-高层建筑结构体系的动力特性和地震反应，重点分析了支盘桩的动力响应。
Dynamic characteristics and seismic response of the system were studied, and dynamic response of squeezed branch piles was analyzed based on the test data.
介绍基础隔震减小建筑结构鞭梢效应的原理，阐明产生鞭梢效应的条件及基础隔震对结构地震反应和鞭梢效应的控制作用分析。
The principle of using soft base isolated layer to decrease the whiplash effect of buildings with top attach structure is studied. Analyze the condition of causing whiplash effect.
模糊开环控制能有效地减小建筑结构的地震反应。
It is demonstrated that earthquake response of structure can be decreased by the method of fuzzy open-loop control.
第三，将爆破地震动加速度时程作为随机过程，对建筑结构物进行了随机振动反应理论分析；
Thirdly, assuming blasting seismic acceleration history is stochastic process, stochastic vibration response of structure is analyzed theoretically.
提出了智能复合隔震系统对建筑结构水平地震反应的模糊半主动控制策略和对建筑结构竖向地震反应的被动控制方法。
Then fuzzy semiactive control strategy is proposed to control horizontal seismic response and passive control method is used to reduce the vertical response.
高层建筑结构中由于地震引起的振动有时是十分严重的，利用磁流变阻尼器进行振动控制的方法可以有效减小体系的振动反应。
The vibration responses of high-rise building induced by ground motion are very serious. The structural vibration control method using MR dampers can reduce the responses of the structure effectively.
高层建筑结构中由于地震引起的振动有时是十分严重的，利用磁流变阻尼器进行振动控制的方法可以有效减小体系的振动反应。
The vibration responses of high-rise building induced by ground motion are very serious. The structural vibration control method using MR dampers can reduce the responses of the structure effectively.
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