摘要
南京中胜客运站结构总高度为49.20m,建筑地面以上12层,地下1层,为一连体结构。自38.40m至49.20m,两结构通过连接体连接,为复杂超限高层。介绍了该工程的特点、超限情况、基于性能的抗震设计目标及采取的技术措施。综合分析表明,通过合理的结构布置及加强措施,该结构具有良好的抗震性能。
Nanjing Zhongsheng passenger station is a 49. 20m tall structure with 12 storeys above ground and 1 storey basement. It is beyond-limit high-rise,from 38. 40m to 49. 20m,connected by two structure. This paper introduced the characteristics of this project and the seismic perform design in chief,produced method to deal with the frail place of the building. Comprehensive analysis shows that,through reasonable structural arrangement and measures to strengthen,the structure has a good seismic performance.
出处
《建筑结构》
CSCD
北大核心
2013年第S1期140-143,共4页
Building Structure
关键词
超限高层建筑
连体结构
时程分析
抗震性能设计
ultra-high-rise building
conjoined structure
time-history analysis
seismic perform design
