论文部分内容阅读
本文作者曾研究拱坝(水库上游边界无限)的抗震分析问题(见参考文献[2])提出一种实用的动水压力影响矩阵方法。本文将此动水(液)压力影响矩阵方法适当地做了修改,使之适用于储液罐(边界为有限)的抗震分析;在此法中考虑表面波的影响待进一步研究。
The authors of this paper studied the seismic analysis of an arch dam (infinite boundary of the reservoir upstream) (see reference [2]) and proposed a practical method of dynamic pressure effect matrix. In this paper, the method of influence matrix of hydrodynamic (liquid) pressure is modified appropriately to make it suitable for seismic analysis of liquid storage tank (boundary is limited); in this method, the influence of surface wave is considered for further study.