摘要
中国工艺美术馆工程结构体系采用型钢混凝土框架-钢筋混凝土剪力墙结构。结构设计采用概念设计和加强措施相结合的方法,解决了结构扭转不规则、楼板不连续、穿层柱问题。通过采用SATWE和PMSAP两种软件,对主体结构进行多遇地震作用下整体弹性计算和对比分析,并采用PUSH-OVER算法对主体结构进行罕遇地震作用下的静力弹塑性地震反应分析,计算结果均满足规范要求,验证了结构布置合理,抗震性能良好,结构体系安全可靠。
The structure system of the China National Arts and Crafts Museum adopts steel reinforced concrete framereinforced concrete shear wall structure.The structural design selects the combination of concept design and effective measures to solve the problems of irregular structural torsion,diaphragm discontinuity,and skip-floor column.By using SATWE and PMSAP two software,the elastic calculation and comparative analysis of the structure under the action of frequent earthquakes are carried out,and the PUSH-OVER method is used to analyze the static elasto-plastic seismic response of the structure under the rare earthquake,the calculation results meet the current code requirements,which verifies that the structural arrangement is reasonable,the seismic capability is good,and the structural system is safe and reliable.
作者
王利民
林猛
郝卫清
杨金明
王丁
Wang Limin;Lin Meng;Hao Weiqing;Yang Jinming;Wang Ding(National Engineering Research Center of Building Technology,Beijing 100013,China;China Academy of Building Research,Beijing 100013,China)
出处
《建筑科学》
CSCD
北大核心
2022年第5期48-53,共6页
Building Science
关键词
中国工艺美术馆
型钢混凝土框架-剪力墙
楼板不连续
静力弹塑性分析
China National Arts and Crafts Museum
steel reinforced concrete frame-reinforced concrete shear wall
diaphragm discontinuity
static elasto-plastic analysis
