From the analysis of experimental results, it shows that FAE explosion produces much higher peak particle strength of the seismic effect.
分析表明,FAE爆炸所产生的地震效应具有更高的峰值强度。
Therefore, the seismic effect of blasting at the building under their own security is increasingly becoming the subject of that need to be solved.
因此,建筑物在爆破地震效应作用下的安全度已日益成为急待解决的课题。
So, the shear performance of the bridge pier under the seismic effect is studied in this paper in order to provide theoretical basic and reference of calculation.
因此,本文研究了桥墩在地震作用下的抗剪性能和试件剪切破坏机理,为桥墩的抗剪设计提供理论依据和计算参考。
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