带塔楼高层建筑抗震设计  

ANTIKNOCK DESIGN OF HIGH-RISE BUILDINGS WITH TOWER

作　　者：阎成玉 

机构地区：[1]中国石油天然气华东设计院,山东胶州266300

出　　处：《工业建筑》2000年第10期79-80,共2页Industrial Construction

摘　　要：带塔楼高层建筑中塔楼和主楼结构刚度相差较大。根据有关规范 ,对于塔楼的鞭鞘效应以及对主楼的影响 ,有关塔楼抗震结构方案的选择和在主楼结构上的生根等有关抗震结构计算和构造措施进行了探讨。There is a larger difference between the structural rigidity of the tower and that of the main building of a high\|rise building with tower.According to the relative codes and specifications,this paper pribes into the calculation of the antiknock structure and the structural measures,such as the boundary sheath effect of the tower and its influence on the main building,the choice of the antiknock structure plan of the tower,the root\|taking on the main building etc.

关 键 词：塔楼 鞭鞘效应 抗侧抗扭刚度 高层建筑 抗震设计 

分 类 号：TU972[建筑科学—建筑设计及理论]