爆破地震波在地层中传递是非常复杂的力学过程,土岩介质动力学特征很难利用计算的方式确定,所以当前世界各地均利用单一参数法对爆破地震效应进行估测,但是这种方法很难将爆破震动期间建筑位移随时间的变化准确反映出来,也很难确定爆破震动干扰下建筑结构的薄弱环节。为此,本文主要就爆破震动对建筑物的干扰问题展开分析。 The propagation of blasting seismic waves in the strata is a very complicated mechanical process. Therefore, it is difficult to determine the dynamic characteristics of the media of rock and soil by means of calculation. Therefore, the single parameter method is used in all parts of the world to estimate the blasting seismic effect. However, this method is difficult It is also very hard to confirm the weakness of building structure under the influence of blasting vibration when the displacement of building during blasting vibration is accurately reflected with time. For this reason, this article mainly analyzes the disturbance of buildings caused by blasting vibration.