摘要
随着高层建筑结构高度的不断增加，其整体稳定问题将日显突出，如高层框架结构（含高层框架──剪力墙结构中的框架部分）在顶部竖向荷载作用下的整体失稳就是其中的问题之一。通过对高层框架结构连续化模型的稳定分析，得到了高层框架在顶部荷载作用下的临界荷载。
The overall stability problems in a multi-story framework become significant with the increase in the height of a multi-story framework, one of which is the owerall stability problem in a multi-story framework, including the framework in a multi-story-frame-shear-wall structure, under the normal top load. This paper presents the stability analysis to a continuum model of an one-bay multi-story framework, and obtains the critical load of an one-bay multi - story framework, at a normal top load.
出处
《长沙交通学院学报》
1996年第2期82-88,共7页
Journal of Changsha Communications University
