This dissertation studies the seismic performance and seismic design method of high-rise staggered truss system by pseudo-dynamic experiment and improved capacity spectrum method.
本文通过拟动力试验和改进的能力谱方法对高层钢交错桁架结构的抗震性能及抗震设计方法进行了研究。
参考来源 - 高层钢交错桁架结构基于性能的抗震分析与设计方法研究·2,447,543篇论文数据，部分数据来源于NoteExpress
At last, the feasibility of the orientation system is verified with both static experiment and pseudo-dynamic experiment.
最后，通过静态和伪动态实验证实了本系统的可行性。
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.
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。
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。
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