摘要
运用结构力学的分析方法,得到了求解高层建筑中水平加强层最优位置的计算公式。计算中考虑了加强层的变形、荷载形式及结构抗侧刚度沿高度变化的影响,编制了计算机程序。最后结合工程实例,分析了加强层的最优位置,计算结果表明本文方法具有较高精度,可用于结构的初步设计阶段。
In this paper, formulae were developed for estimating the optimum location of horizontal strengthened stories by means of rotation compatibility analysis, in which the deformation of the strengthened stories?types of lateral load distribution?the variation of the flexural rigidity of core and axial rigidity of the perimeter columns along the height were considered, and the computer program was compiled. A 50-storey building with strengthened stories was numerically investigated and the results showed that the method is accurate enough for use in the preliminary stage of design.
出处
《建筑科学》
2003年第2期4-6,10,共4页
Building Science
