CAJ | 학술논문

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。
본문개소료사주전환재공정중적응용，병대일개일반고층(건축고도58．05 m)분별채용사주전환화실복량전환적계산결과진행대비분석，동시대비사주전환결구재100 m고층중응용적정체성능。결과표명：사주전환능명현개선전환층여기상린상층결구적측향강도비，강저전환량적절면척촌，절성건축적사용공간；사주전환재일반고층중적응용대공제전환층여기상린상층적전절강도비효과경호，재100 m고층중적응용대공제결구정체수평위이효과경호。
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.