• Static and dynamic responses are measured.

    测量了偏转器的静态和动态特性。

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  • The dynamic responses of the bucket with smaller size are heavier.

    桶形基础尺寸越小,动载荷响应越大。

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  • The Fourier expanding theorem is adopted to solve the dynamic responses.

    利用傅立叶展开定理求解梁的动力响应。

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  • The dynamic responses of pile groups in saturated soil subjected to horizontal harmonic load are researched.

    研究了在水平简谐荷载作用下饱和土中群桩的动力反应问题。

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  • The results indicate that vehicle travelling at various speeds has great influence on bridge dynamic responses.

    结果表明了车辆变速行驶对车桥耦合振动响应有较大影响。

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  • The influence of the initial static stresses on dynamic responses of tunnels and underground structures is studied.

    分析了静应力场对隧道及地下结构动力响应产生的影响。

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  • In addition, a state space recursive scheme was developed, so that the dynamic responses can be calculated directly.

    此外,建立了一种状态变量的递推计算格式,可以直接计算出动力响应量。

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  • The dynamic responses of the beam impacting on the fixed supports with an original velocity (impulse) were investigated.

    研究了梁以一定初始速度(冲量)撞击固定支座的动力响应问题。

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  • In the sixth chapter, the dynamic responses of the nonlinear elastic pole and panel under periodic load have been studied.

    第六章研究了弹性结构中物理非线性柱和板条周期性强迫激励的动力学响应问题。

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  • This thesis studies the numerical methods of the analysis for structural transient dynamic responses and their sensitivities.

    本文研究了基于精细积分法的结构时域瞬态动力响应及其灵敏度分析的方法并程序实现。

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  • Stochastic dynamic responses of planar rigid-frame structures to quake loads are investigated by using the finite element approach.

    本文利用有限元方法,分析了平面刚架结构对地震载荷的随机动力响应问题。

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  • This paper presents the analysis of the vertical viscoelastic dynamic responses of pipe group by Laplace numerical inversion method.

    应用担普拉斯数值反演方法分析了群桩垂向粘弹性动力反应。

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  • Its dynamic responses are much less than those of ordinary bracings, and therefore EDB is a rather ideal earthquake resistant structure.

    它的动力反应比普通支撑小很多,因此该耗能支撑是比较理想的抗震结构。

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  • Local bifurcation set was found in the parameter space according to the classifications of the dynamic responses of the moored ship model.

    对系统的动力学行为进行了定性分类,据此在参数空间中给出了局部分岔集。

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  • This paper is concerned with the dynamic responses of the soil-auxiliary buildings structure interaction system in the nuclear power plant.

    本文主要针对核电站工程中辅助厂房结构与地基土相互作用体系在地震荷载下的“平-扭”地震响应进行了分析。

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  • The static and dynamic responses of piezoelectric ceramic actuators are introduced, and the measuring method and systems are also described.

    介绍了压电陶瓷作动器的静、动态特性及其测量方法和实际测量系统。

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  • The aim of this paper is to find a proper way to consider the dynamic responses under the action of waves when floation cranes are designed.

    其目的是为今后起重船吊杆设计计算波浪引起的振动提供一个可行的途径。

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  • Computed results show that the dynamic responses of soil medium and rail are considerably affected by the fluid phase as well as train velocity.

    计算结果表明,水相介质与荷载移动速度都对路轨系统和土体动力响应有很大影响。

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  • Using this method not only the natural frequencies, mode shapes, dynamic responses but also the whirl orbits of the rotor system can be obtained.

    用本文提出的方法,不仅可以求得系统的固有频率、振型、动态响应,还可以模拟轴上各点的涡动轨迹。

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  • The analytical solutions for the natural frequences and the dynamic responses of the beam under the action of lateral blast loading are obtained.

    并求得了钢板混凝土梁的固有频率和在横向爆炸载荷作用下的动力反应的解析解。

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  • Under different kinds of fault, the parameters and dynamic responses are compared to check up the validity of the model and the parameter estimation.

    在不同的故障下对辨识参数和等值前后的系统动态响应进行分析比较,检验等值效果。

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  • This article analyzes dynamic responses of a continuous rigid frame bridge under construction with high piers and long span under the vehicles loading.

    本文对一座正在施工中的高墩大跨连续刚构桥在汽车荷载作用下的动力反应进行了分析。

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  • As far as the vibration control of Bridges is concerned, most attentions are paid to the dynamic responses subjected to wind loads or seismic excitations.

    对于桥梁结构振动响应的控制研究,目前多集中于地震和风振响应控制。

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  • In this paper, the dynamic responses of jacket-type offshore platforms under random sea waves is studied, and the finite element of spatial frame is adopted.

    本文分析研究了导管架平台结构在随机波浪作用下的动力响应问题。采用空间刚架单元建立有限元方程。

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  • The dynamic responses of a multi-degree of freedom seismic reduction structure with a viscous damped brace under a random earthquake motion model were analyzed.

    对安装有粘滞阻尼消能支撑的多自由度减震结构基于随机地震动模型的动力反应进行了研究。

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  • This paper analyzes the effect of different soil damping ratio, fastener stiffness and support stiffness to the dynamic responses of the track tunnel structures.

    并且进一步分析了不同土体阻尼比、扣件刚度、支座刚度对轨道隧道结构的动力响应影响。

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  • The spatially varying effects of the ground motions especially the traveling wave effect, have great influences on the dynamic responses of long-span structures.

    地震地面运动的空间变化效应(特别是行波效应)对大跨度结构的响应有很大影响。

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  • Taking one-dimensional fluid saturated viscoelastic porous medium as example, the influence of viscous coefficient on the dynamic responses has been investigated.

    最后以一维黏弹性流体饱和孔隙介质为例,分析了黏性系数对动力响应的影响。

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  • Taking one-dimensional fluid saturated viscoelastic porous medium as example, the influence of viscous coefficient on the dynamic responses has been investigated.

    最后以一维黏弹性流体饱和孔隙介质为例,分析了黏性系数对动力响应的影响。

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