ANSYS命令流编写的橡胶隔震支座实体模型- A ANSYS APDL of Rubber bearing

基础隔震结构简化成串联多质点系计算动力响应，隔震支座采用Bouc-wen模型模拟，用Newmark逐步积分法计算。-Base isolation structure is simplified into a series multi-particle system dynamic response, isolators using Bouc-wen model simulation, calculated using the Newmark direct integration scheme.

集中质量串联模型，在El-centro地震波作用下的时程分析，并分析了隔震与非隔震支座下的顶层位移、速度、加速度的对比情况(The time series analysis of the concentrated mass series model under the action of El-centro seismic wave is carried out, and the comparison of the top displacement, velocity and accelerat

结构动力学多自由度体系计算，包括隔震支座，采用Newmark法为基础，————— ————考虑Bouc-Wen模型进行计算(The calculation of multi degree of freedom system of structural dynamics,including isolation bearing, is based on Newmark method,Calculation with bouc Wen model)