摘要
轨道沉降和沉降差是影响建筑物整体平移工程安全的最关键的指标之一。采用了无限长弹性地基梁计算简图模拟平移轨道,在弹性地基梁变形理论公式的基础上,提出了平移轨道沉降和沉降差的实用计算方法,并提供了工程算例。
The settlement of settlement difference of track is one of the most important parameters that influences the security of building monolithic moving engineering.In this paper,infinite long beam calculating diagram was used to simulate the track.On the basis of theory formula for deformation of elastic-groundsill-beam,the practical method for settlement and settlement difference of track was put forward.At last,an example was provided.
出处
《工业建筑》
CSCD
北大核心
2005年第z1期879-880,850,共3页
Industrial Construction
关键词
建筑物整体平移工程
弹性地基梁
平移轨道
沉降
沉降差
building monolithic moving engineering elastic-groundsill-beam track settlement settlement difference
