摘要
超高层建筑上部结构荷载较大,并且与周围裙房存在很大的荷载差,使得其地基变形与承载力验算成为设计重点与难点,但规范中又未作针对性的计算规定。所提计算方法可给其他设计者提供一个思路,对相似设计具有一定的参考价值。
A super high-rise building has a larger load,which differs greatly from the loads around the building,making the check on its foundation deformation and bearing capacity the emphase and difficulty of the design,but there have no specific provisions of the calculation in the code.The calculation method in this paper can provide an idea for other designers,and may be referred by similar designs.
出处
《工业建筑》
CSCD
北大核心
2010年第S1期590-592,共3页
Industrial Construction
关键词
超高层
沉降
软弱下卧层
承载力
super high-rise building
settlement
soft substratum
bearing capacity
