地震作用下高层建筑结构的受力层间位移

The Inter Story Displacement Caused by Seismic Force in A High Rise Building

本文根据地震作用下高层建筑结构的变形特点，提出了计算高层建筑结构最大受力层间位移的公式，并结合实例进行了分析。建议对高层建筑结构墙、柱的最大受力层间位移角限值区别对待。

Considering different deformation properties of a high rise building between shear wall and column, this paper present a formula to calculate maximum inter story displacement caused by seismic force on R.C. wall. A project is analyzed with this method. It is suggested that the limitation on ratation of story displacement for shear wall and column should be treated separately.