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高层剪力墙局部错层结构抗震设计
引用本文:王超,张华丽.高层剪力墙局部错层结构抗震设计[J].工程建设与设计,2011(4):54-55,90.
作者姓名:王超  张华丽
作者单位:王超,WANG Chao(中联西北工程设计研究院,西安,710082);张华丽,ZHANG Hua-li(机械工业勘察设计研究院,西安,710043)
摘    要:针对主楼内部带商业用房的局部错层剪力墙结构,通过可靠的理论分析,采用合理的计算模型,采取细致的抗震构造措施,安全、经济地完成工程设计.同时,建议新规范对局部错层剪力墙结构的适用高度有明确的规定,SATWE程序完善错层剪力墙稳定性验算.

关 键 词:剪力墙结构  错层结构  抗震设计

Seismic Design of High-rise Shear Wall Structure with Local Staggered Floors
WANG Chao,ZHANG Hua-li.Seismic Design of High-rise Shear Wall Structure with Local Staggered Floors[J].Construction & Design for Project,2011(4):54-55,90.
Authors:WANG Chao  ZHANG Hua-li
Affiliation:1.China United Northwest Institute for Design and Research,Xi’an 710082,China;2 China JK Geotechnical Institute,Xi’an 710043,China)
Abstract:A High-rise building for inner commercial occupancy with shear wall structure and local staggered floors was designed in this paper.A reasonable model of this building was established,and its seismic response was analysed theoretically.Details of seismic and other seismic measures in this structure were concerned and designed.Some suggestions on design and analysis about this type structure were proposed
Keywords:shear wall structure  staggered floor structure  seismic design
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