爆破地震波作用下地基、基础和砌体结构协同工作的动力分析

Finite element analysis software was used to simulate the power response of explosion the peripheral building frame in the rock deep hole blasting process. The earthquake wave obtained was input into the ground, the foundation and the masonry structure , the nonlinear power time history analysis between the the masonry structure and the ground foundation coordination work system response under the function of the earthquake wave was carried out.