摘要
针对北京地区典型土体和常规工程结构形式,建立上部结构-基础-地基计算模型,按多种工况分析高低层一体建筑物不同位置相对挠曲和倾斜率的变化规律,为设计整体筏形基础和控制差异沉降提供参考。
The model of the interaction of tall building-thick raft foundation-soil was set up according to the typical ground soils of Beijing and general structure. The differential settlement and inclination of different positions between main building and podiums was analyzed under different structural style. The results were reference to design an integral raft foundation and control diffrential settlements.
出处
《工业建筑》
CSCD
北大核心
2012年第11期87-91,共5页
Industrial Construction
关键词
共同作用
整体筏基
差异沉降
倾斜率
interaction
integral raft foundation
differential settlement
inclination rate
