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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。
- Combination with the existing research achievements, the thesis aims to some exploration and research on simulating and predicting structural seismic response based on MATLAB NN toolbox. 本文结合已有的研究成果,利用MATLAB软件平台的神经网络工具箱对结构的地震反应进行仿真和预测的探索和研究。
- Response spectrum theory of structural seismic response analysis 结构地震反应分析中的反应谱理论
- A Generalized Impulse Function Method of Structural Seismic Response Analysis 结构地震响应分析的广义脉冲函数法
- Realization of 3D Dynamic Visualization of Structural Seismic Response with Opengl 利用OpenGL 实现工程结构地震反应分析的三维动态可视化
- structural seismic response 结构地震反应
- 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”;
- These curves can provide basis for structural seismic analysis. 这些曲线可以为结构抗震分析提供依据。
- Seismic response analysis methods for performance based design II. 基于性能设计的建筑振动解析2。
- G. Faella. Evaluation of the RC Structure Seismic Response by Means of Nonlinear Static Push-over Analysis. In: Proc. llth WCEE.Mexico, Mexico. 1996 何放龙;邹银生;王选民.;湘潭国际金融大厦32层主体结构弹塑性地震反应时程分析
- 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。
- Structural seismic strengthening adopting with metallic dampers has been proven to be a cost-effective, simple and reliable method. 采用金属耗能器进行结构抗震加固是一种较经济、简单、又可靠的耗能减震加固方法。
- Based on numerical simulations, the influence of structural stiffness after yielding on the inelastic seismic response for multi-degree of freedom (MDOF) structural systems is discussed. 本文基于大量弹塑性地震响应数值分析，研究了结构屈服后刚度对结构弹塑性地震响应离散性的影响。
- 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。
- 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。
- In the common situation,the seismic response of small scale karst collapse column(KCC) is not obvious. 通常情况下,较小规模陷落柱的地震响应特征不明显。
- Real-time substructure testing and active control testing demonstrate that the testing system can deal with the asynchronies of data acquisition and calculation,and can be applied in structural seismic performance testing with different requirements. 已进行的实时子结构试验、主动控制试验表明,试验系统解决了数据采集和程序计算之间不同步的问题,可以应用于不同要求的结构抗震性能试验中。
- 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。
- Finally, the structures, with and without VID, are analyzed by comparison in seismic response. 通过算例，分析了竖向布置阻尼器前后的结构地震反应及耗能效果。
