An experiment method was used to identify ARX model of the system, based on which the predictive controller was obtained to control vibration of a cantilever beam.
通过实验方法建立了系统的ARX模型，并在此基础上设计了预测控制器对结构进行振动主动控制。
Through beam structure finite unit dynamic analysis and experiment of RC model beam, we build the relationship between beam bridge attached load vibration characteristics and damaged model.
利用杆件结构有限元动力分析计算，并通过模型梁试验，建立起简支梁在附加荷载作用下振动特性与破损模态之间的关系。
The Single Input and Single Output(SISO)modal experiment and numerical simulation was used to study the dynamic behavior of a CFST column-H steel beam frame structure model.
方法利用单输入单输出（SISO）模态试验方法和数值模拟方法，对一榀钢管混凝土柱-H钢梁框架结构模型的动力特性进行测试分析。
The seismic behavior of steel reinforced concrete (SRC) frames with reduced beam sections is investigated through a cyclic loading experiment and its analysis for a model of 2-bay, 3-story SRC frame.
为了研究翼缘削弱的型钢混凝土框架的抗震性能，对一榀两跨三层型钢混凝土框架模型进行了低周反复荷载试验。
In this paper, FEM is used to establish the calculating model of beam axle of compound suspension. After verification by experiment, the model is employed for stress analysis of beam axle.
本文用有限元方法建立复合式悬架车桥的计算模型，经试验验证后，用于车桥横梁的应力分析。
Based on the model, a code of nonlinear beam-wave interaction in the CARM amplifier has been made. We use this code to simulate the experiment achieved in Mashachusetts Institute of Technology (MIT).
基于该模型，编写了圆柱腔回旋自谐振脉塞放大器单模波束互作用计算程序，并对麻省理工学院的一个实验进行了非线性模拟。
These compromise the reality of the result. This dissertation studies on the bond behavior between steel bars and concrete through beam model experiment.
本文采用与构件实际受力状态更为接近的梁式试验来对钢筋与混凝土之间的粘结性能进行研究。
These compromise the reality of the result. This dissertation studies on the bond behavior between steel bars and concrete through beam model experiment.
本文采用与构件实际受力状态更为接近的梁式试验来对钢筋与混凝土之间的粘结性能进行研究。
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