摘要
在高层建筑设计中,对于垂直构件之间的变形差异进行定量与定性分析已成为必然趋势。本文以泰国首都曼谷的一座高层建筑为例,探讨了高层建筑中柱子之间的变形差异,以及在设计与施工过程中的修正问题,旨在引起我国土建工程师的重视,并在实际工程的设计与施工中予以考虑。
The need to address and quantify long term differential shortening in columns becomes imperrative in taller buildings.This paper,taking a high-rise building in bangkok for example,presents some explorations on differential column shortening of high-rise buildings, for the purpose of bringing to civil engineers'attentions, and thus considering some problems in design and construction of high-rise buildings.
出处
《河北建筑工程学院学报》
CAS
1998年第3期30-35,共6页
Journal of Hebei Institute of Architecture and Civil Engineering
关键词
高层建筑
柱
变形差异
high-rise building, column, differential shortening
