加入多维隔减震装置建筑结构的水平向与竖向综合优化

Shaking table test and multi-dimensional isolation and mitigation device are introduced briefly in this paper,then shaking table test is simulated by finite element program and the finite element results are compared with the experimental data , include natural frequencies , acceleration and inter-story displacement responses , which proves the finite element is right . On that basis , a parametric optimization modal is developed and the genetic algorithms method is used to complete the parametric optimization of multi-dimensional isolation and mitigation device , then dynamic responses of structure are compared with optimal parameter and sub-optimal parameter . The results show that horizontal acceleration , horizontal displacement and vertical acceleration of building structure reduce obviously after optimization analysis .