常  非，  张  涛
    （艾奕康建筑设计（深圳）有限公司，深圳 518054）

[摘要] 框剪结构可根据M_F0 / M₀变化作细化分类：少量剪力墙框架结构，强框架-剪力墙结构，弱框架-剪力墙结构，并与此相应的改变A级、B级高度的限制值、抗震等级、刚重比限制值、层间位移角的限制值、性能目标的设定级别，以满足不同类型框剪结构的抗震要求的性能指标．
[关键词] 框剪结构分类；性能目标；A级B级高度的限制值；刚重比限制值
中图分类号：TU375    文献标识码：A  文章编号：1002-848X(2011) Sl-0096-04

Design proposition on performance objective and structural seismic class for frame in shear-wall frame structure
Chang Fei, Zhang Tao
( AECOM Architecture China,  Shenzhen 518054,  China)

Abstract: Frame-shear wall structure could be classified further as few shear wall, strong frame and weak frame in frame-shear wall structure by the different values of M_F0 / M₀. Corresponding to such classification, some analytical limitations, such as the linuted height of structure in Grade A and Grade B, the structural seisnuc class, limited value of stiffness- weight ratio and structural displacement, and the level of building performance, should be adjusted to satisfy the seisnuc requirements of different frame-shear wall structures.
Keyword: classification of frame-shear wall structure; building performance; limited height of structure in Grade A and Grade B; limited value of stiffness-weightness (weight) ratio