带斜柱转换的框支剪力墙结构工程应用对比分析

The Engineering Application Comparative Analysis of Frame-Supported Shear Wall Structure with the Slant Column Transfer

本文介绍了斜柱转换在工程中的应用,并对一个一般高层(建筑高度58.05 m)分别采用斜柱转换和实腹梁转换的计算结果进行对比分析,同时对比斜柱转换结构在100 m高层中应用的整体性能。结果表明:斜柱转换能明显改善转换层与其相邻上层结构的侧向刚度比,降低转换梁的截面尺寸,节省建筑的使用空间;斜柱转换在一般高层中的应用对控制转换层与其相邻上层的剪切刚度比效果更好,在100 m高层中的应用对控制结构整体水平位移效果更好。

This paper introduced the application of the slant column transfer in engineering, the calculation results of a practical engineering with the slant column transfer and beam transfer are compared, and the structure of transfer floor from in-clined column to contrast in the applications of different building height overall performance. The results show that the slant col-umn transfer can obviously improve the lateral stiffness ratio be-tween the transfer story and its adjacent upper story, reduce the section size of transfer beam and save the building use space;Inclined column conversion in the application of general senior to control the transformation layer adjacent the upper shear stiffness is better than effect, in the application of 100m overall level of control structure displacement effect is better.