摘要
广西艺术学院图书馆建筑高度51m,采用框架-剪力墙结构,因建筑存在平面楼板不连续和竖向连体结构,设计通过对复杂平面采用留设防震缝分离成四个平面简单的结构单元、与作为整体结构不分缝的两种结构方案,分别对结构进行了弹性和弹塑性分析,对两种结构方案在大震下做损伤分析,探讨两种结构方案的抗震性能。
The structure height of Guangxi Arts University Library is 51 m,which is applied with frame-shearwall structure. Since the building possesses plane discontinuity in slab and is defined as towers linked with connective structure,through two structure solutions,which are separating complex plane structure into four structure units in simple plane by applying seismic joints and considering the structure as a whole without seismic joint,the structure is conducted with elastic and elastic-plastic analysis,analyzing the damages by the two structure solutions under rare earthquake and the seismic behavior of the two structure solutions is discussed.
出处
《建筑结构》
CSCD
北大核心
2018年第S1期146-149,共4页
Building Structure
关键词
结构抗震
性能化设计
弹塑性分析
structural seismic
performance-based design
elastic-plastic analysis
