摘要
借助建筑结构通用有限元软件MIDAS/GEN,对某14层高的钢筋混凝土框架-剪力墙结构进行了静力弹塑性分析,并通过性能点、变形情况以及出铰情况等,对结构的抗震性能进行了综合评价,以期为设计提供参考.
With the help of MIDAS/GEN, the finit element software aimed at building structure, static elasto-plastic analysis for a 14-storied reinforced concrete structure of frame and shear wall is made. The anti-seismic comprehensive performance for the structure is. assessed. By means of performance point, deformation and appearance of plastic hinges, so that references can be offered for designs.
出处
《湖南城市学院学报（自然科学版）》
CAS
2008年第4期4-6,共3页
Journal of Hunan City University:Natural Science
关键词
框架
静力弹塑性
高层建筑
Frame
static elasto-plasticity
tall building
