通过对密肋复合墙体进行拟动力试验研究，介绍墙体的主要破坏形态和破坏过程；
Based on the test of a multi-ribbed composite wall under pseudo-dynamic force, its main failure modes and its main failure processes are studied;
以结构拟动力试验为例，详细说明了基于计算命令控制试验系统的建立方法及试验流程。
The calculation command control method and testing flow for structural pseudo-dynamic testing were described in detail.
介绍了一个可以进行远程监视及控制的抗震试验系统，该系统主要用于拟动力试验方法的研究。
A system for distance monitoring and a seismic experiment controlling was introduced. This system was used to develop the method of a remote pseudo-dynamic test.
在拟动力试验方面，指出了联机试验中初始刚度矩阵的影响因素，建立了模型质量矩阵的等效方法。
In the respect of pseudo dynamic test, the author explained the influencing factors of initial inputting stiffness matrix and the equivalent method of mass matrix of model.
本文作者利用清华大学的拟动力试验系统进行了两层两跨钢筋混凝土框架结构的地震反应试验研究。
The on-line test of two-story and two-span R/C frame under earthquake is presented in this paper.
为研究装有防屈曲钢支撑阻尼器的框架在地震作用下的动力反应，对一个单自由度框架结构进行子结构拟动力试验。
In order to study the response of structures with steel BRBs, substructure pseudo-dynamic tests were performed on frame with a single degree of freedom(SDOF).
文中将试验结果与弹塑性动力分析的计算值进行了对比分析，从而说明拟动力试验方法的妥当性与计算方法的可靠性。
The test results are compared with calculated values of elastic—plastic dynamic analysis, thus the appropriateness of pseudo dynamic test method and reliability of calcula…
文中将试验结果与弹塑性动力分析的计算值进行了对比分析，从而说明拟动力试验方法的妥当性与计算方法的可靠性。
The test results are compared with calculated values of elastic-plastic dynamic analysis, thus the appropriateness of pseudo dynamic test method an...
文中将试验结果与弹塑性动力分析的计算值进行了对比分析，从而说明拟动力试验方法的妥当性与计算方法的可靠性。
The test results are compared with calculated values of elastic-plastic dynamic analysis, thus the appropriateness of pseudo dynamic test met...
针对底层大开间组合墙房屋的特点，对模型房屋进行了子结构拟动力试验，测定其抗侧刚度，发现了抽柱对结构性能的重要影响。
In accordance with the characters of composite masonry structure building supported by frame shear wall with wide bay at bottom, a sub structure pseudo dynamic test was carried out.
结合拟动力和伪静力试验研究，探讨框排架结构的空间变形性能及塑性铰的分布特点。
Combined with the former quasi-dynamic experiment and pseudo-static experiment, the spatial deformation performance and plastic hinges distribution were studied.
结合拟动力和伪静力试验研究，探讨框排架结构的空间变形性能及塑性铰的分布特点。
Combined with the former quasi-dynamic experiment and pseudo-static experiment, the spatial deformation performance and plastic hinges distribution were studied.
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