model beam experiment 模型梁试验
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。
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。
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