Based on pseudo-static test of four 1/3-scale model, the paper discussed the possible affection of height of beam and column section, stirrup ratio, axial compression ratio, and strength of concrete in the core.
本文完成4个1/3比例异型节点试件的伪静力试验,研究了梁柱截面高度、节点配箍率、轴压比及混凝土强度等级对节点抗震性能的影响。
参考来源 - RC框架变梁变柱异型中节点抗震性能试验研究This method has absorbed the merits of quasi-static test and shaking table test. Moreover, has absorbed the merits of structural theory analysis and computation.
该方法吸收了伪静力试验和振动台试验两种试验方法的优点，同时吸收了结构理论分析和计算的优点。
参考来源 - 砌块组合墙体的拟动力试验方法及抗震性能分析·2,447,543篇论文数据，部分数据来源于NoteExpress
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.
根据六个混凝土小型空心砌块FRP复合墙体试件的伪静力试验结果，对这种复合墙体的破坏机理进行了系统的分析。
In this paper, the damage mechanism of composite FRP concrete small hollow block wall was studied systematically by the pseudo-static test results of six specimens.
针对铁路桥梁中使用量最大、应用最广泛的单柱式桥墩，通过24根大比例的桥墩模型的伪静力试验，研究了其延性抗震性能。
The ductile earthquake performance of one-column bridge piers, which are used frequently at the railway bridge, is studied by pseudo-static test for 24 large-scale pier models.
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