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    常  非，  張  濤
    （艾奕康建筑設(shè)計(jì)（深圳）有限公司，深圳 518054）

[摘要] 框剪結(jié)構(gòu)可根據(jù)M_F0 / M₀變化作細(xì)化分類(lèi)：少量剪力墻框架結(jié)構(gòu)，強(qiáng)框架-剪力墻結(jié)構(gòu)，弱框架-剪力墻結(jié)構(gòu)，并與此相應(yīng)的改變A級(jí)、B級(jí)高度的限制值、抗震等級(jí)、剛重比限制值、層間位移角的限制值、性能目標(biāo)的設(shè)定級(jí)別，以滿足不同類(lèi)型框剪結(jié)構(gòu)的抗震要求的性能指標(biāo)．
[關(guān)鍵詞] 框剪結(jié)構(gòu)分類(lèi)；性能目標(biāo)；A級(jí)B級(jí)高度的限制值；剛重比限制值
中圖分類(lèi)號(hào)：TU375    文獻(xiàn)標(biāo)識(shí)碼：A  文章編號(hào)：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