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某坡地高层建筑结构设计
余灵智,朱为奉
摘 要

(温州设计集团有限公司, 温州 325000)

[摘要]某坡地高层建筑位于温州市鹿城区,总共16幢。主楼地上18层,地下2层,采用剪力墙结构体系,基础顶面作为上部结构嵌固部位,主楼与地下室设缝断开。介绍了坡地高层建筑结构设计,重点讨论了工程的设计地震动参数、风荷载、地基基础设计及上部结构设计等问题。

[关键词]坡地; 设计地震动参数; 地基基础设计

中图分类号: TU973+.3 文献标识码: A文章编号:  1002-848X(2016)S1-0169-03

 

Structural design of high-rise building on hillside

Yu Lingzhi, Zhu Weifeng

(Wenzhou Design Assembly Company Ltd., Wenzhou 325000, China)

Abstract: The high-rise building on hill side is located in Lucheng District, Wenzhou City with a total of 16. The high-rise building with 18 floors on the ground and 2 floors underground adopted the shearwall structure system. The foundation was regarded as fixed end of upper building, the main building and the basement were separated with joint. The structural design of high-rise building on hillside was introduced. The design parameters of ground motion, the wind load, the design of building foundation and the structural design of upper building etc were mainly discussed.

Keywords: hillside; design parameters of ground motion; design of building foundation

 

作者简介:余灵智,一级注册结构工程师,Email:75570184@qq.com。

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