重庆建筑
重慶建築
중경건축
CHONGQING ARCHITECTURE
2013年
11期
49-55
,共7页
楼层剪力%倾覆力矩%层间位移角%扭转位移%楼层侧向刚度%楼层质量分布
樓層剪力%傾覆力矩%層間位移角%扭轉位移%樓層側嚮剛度%樓層質量分佈
루층전력%경복력구%층간위이각%뉴전위이%루층측향강도%루층질량분포
storey shear force%capsizing moment%interlayer displacement angle%torsional displacement%lateral stiffness%Floor quality distribution
重庆某超高层建筑共66层，建筑高度282.3m。针对此类复杂结构的抗震分析，应采用两种及两种以上的力学模型。该文利用PKPM、MI-DAS、ETABS三种软件对该超高层结构进行弹性分析，得出该结构弹性抗震性能符合国家现行规范的要求。
重慶某超高層建築共66層，建築高度282.3m。針對此類複雜結構的抗震分析，應採用兩種及兩種以上的力學模型。該文利用PKPM、MI-DAS、ETABS三種軟件對該超高層結構進行彈性分析，得齣該結構彈性抗震性能符閤國傢現行規範的要求。
중경모초고층건축공66층，건축고도282.3m。침대차류복잡결구적항진분석，응채용량충급량충이상적역학모형。해문이용PKPM、MI-DAS、ETABS삼충연건대해초고층결구진행탄성분석，득출해결구탄성항진성능부합국가현행규범적요구。
The super high-rise structure in Chongqing has 66 floors with the total height of 282.3 meters. To analyze the seismic performance of a com-plicated structure like this one, two or more mechanical model are demanded. In this paper, three kinds of software, including PKPM, MIDAS and ETABS, are adopted to analyze the elastic seismic performance of this structure. The results show that the elastic seismic performance of the structure meets the current national standard requirements.
