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运用随机振动分析方法和计算机模拟技术，研究了钢筋混凝土开洞剪力墙结构的抗震可靠性问题，建立了弯曲型结构的刚度和抗震可靠度的计算公式，初步实现了用计算机模拟技术分析结构动力可靠度以代替结构试验的目的．
By using the method of random vibration analysis and computer simulation, the seismic reliability of reinforced concrete shear wall structure with openings is studied. The formulas for calculating the stiffness and seismic reliability of curved structure are established. The structure of the structure Dynamic reliability replaces structural testing.