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钢筋混凝土大底盘双塔楼超高层建筑结构抗震设计与分析
Seismic design and analysis of large - base - plate and twin - towers super high - rise RC building structure
【摘要】 对钢筋混凝土大底盘双塔楼超高层建筑进行抗震设计和分析.文中以天津市鸿吉商贸中心工程为对 象,对钢筋混凝土大底盘双塔楼超高层建筑进行了大量的场地动力特性试验研究和详尽的地震反应有限元 分析,确保了天津市鸿吉商贸中心工程的抗震安全性,也为同类工程设计获得了大量的数据并积累了宝贵 的经验.
【Abstract】 Taken Tianjin Hongji trade center as the objective, a lot of experiments on dynamic properties of site and detailed FE analysis on seismic responses are performed for the seismic design of the large -base - plate and twin - towers super high - rise RC buildings, which obtains a lot of data and valuable experience for the design of similar engineering and guarantees the seismic security of the Tianjin Hongji Trade Center.
【关键词】 超高层建筑;
钢筋混凝土结构;
大底盘;
双塔楼;
抗震设计;
地震反应;
场地动力特性;
有限元分析;
抗震安全性;
【Key words】 super high - rise building; steel - concrete structure; large - base - plate; twin - towers; seismic design; seicmic response; site dynamic property; FE analysis; seismic seeurity;
【Key words】 super high - rise building; steel - concrete structure; large - base - plate; twin - towers; seismic design; seicmic response; site dynamic property; FE analysis; seismic seeurity;
- 【文献出处】 福州大学学报(自然科学版) ,Journal of Fuzhou University(Natural Sciences Edtion) , 编辑部邮箱 ,2005年S1期
- 【分类号】TU352.11
- 【被引频次】15
- 【下载频次】224