(华森建筑与工程设计顾问有限公司，深圳 518054)

[摘要]  分析深圳市某高层框支剪力墙结构墙体斜向转换的特殊性，进行可行的方案论证，对可行方案进行力学分析，并进行合理性验算。选用有限元设计软件ETABS，对转换梁上下部墙体进行拉压分析，同时对转换梁进行抗剪截面验算、轴向受拉验算。

[关键词]  框支剪力墙结构；斜向转换。

中图分类号：TU318         文献标识码：A        文章编号：1002-848X(2013)S1-1298-04

作者简介：庞涛，硕士，工程师，Email：pangtao@huasen.com.cn。

Research on the scheme of a high-rise building with oblique transfer

Pang Tao, Cao Weiliang, Zhang Liangping, Chen Jianning, Peng Liangming uasen Architecture & Engineering Design Consultants Ltd., Shenzhen 518054, China;)

Abstract: Do some research on the Scheme of a High-rise building with oblique transfer. Put forward feasible proposals and reasonable verification by mechanical analysis. Using Finite element design software ETABS, do tension and compression Analysis of the wall above and below the transfer beam. Do shear checking and axial tension checking of transfer beam.

Keywords: frame-supported shear wall structure,oblique transfer