摘要
中科院地理信息及文化产业项目地理楼和文化楼为平面及竖向不规则的超限高层。针对结构平面及竖向不规则,本工程采取适当加强措施,使其具有足够的安全储备,满足结构既定的抗震能力;对于文化楼超长结构,补充楼板应力分析,按应力分析结果进行楼板配筋;三层连接两栋楼的地球仪造型钢结构平台结构体系合理,传力路径明确,经计算分析表明结构的整体位移、承载力及整体稳定均满足规范要求。
The geography building and culture building of geographic information and cultural industry program of Chinese Academy of Sciences are out-of-code high-rise buildings with planar and vertical irregularities. Accordingly, strengthening measurements were taken to insure the structural safety and to satisfy the seismic competence; as for the super-long structure of the culture building, the floor stress analysis was supplemented and floor reinforcement was carried out based on the floor stress analysis results; the structural system of the globe steel platform with three stories connecting two buildings are reasonable and the force transmission path are clear. The calculation and analysis show that the overall displacement, bearing capacity and overall stability of the structure meet the requirements of the code.
作者
张杜
王一帆
董洛庭
倪秋斌
唐胜平
Zhang Du;Wang Yifan;Dong Luoting;Ni Qiubin;Tang Shengping(Tus-Design Group Co.,Ltd.,Suzhou 215021,China)
出处
《建筑结构》
CSCD
北大核心
2018年第21期52-55,共4页
Building Structure
关键词
平面及竖向不规则
抗震能力
楼板应力分析
整体稳定
planar and vertical irregularity
seismic competence
floor stress analysis
overall stability
