摘要
在门式刚架结构中,由于各种原因导致地基产生竖向变形,结构的地基沉降是不可避免的。在GB50007-2002《建筑地基基础设计规范》中,对建筑物的地基沉降也作了明确的规定。本文通过算例,分别讨论单跨和双跨以及有无吊车等4种门式刚架结构形式由于地基沉降对结构分析和设计的影响。
Foundation vertical deformation in the gabled frame iesults in some reasons, and foundation deformation can＇t avoid. The deformation of the building foundation is prescribed according to “Code for Design of Building Foundation（ GB50007 - 2002）. ”The influence of four gabled frame structure styles which combined with the base deformation in lightweight building design by calculation and analysis of samples were discussed in this paper.
出处
《低温建筑技术》
2006年第6期33-36,共4页
Low Temperature Architecture Technology
关键词
地基变形
门式刚架
影响分析
foundation deformation
gabled frame
influence analysis
