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.
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。
For the recent decades, the pseudo static method, the response-spectrum analysis, time-history analysis, performance-based design method, spring out early or later.
几十年来，先后诞生了拟静力方法、反应谱方法、时程分析方法、基于性能的设计方法等抗震设计方法。
The results of pseudo-static experiment reveal that the passively split pier has better ductility and energy dissipation capacity than those of the common ductile pier column.
拟静力试验表明：与普通延性墩柱相比，被动分肢墩具有更好的延性和耗能能力。
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