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    安秉忠
    （中鐵上海設(shè)計(jì)院集團(tuán)有限公司天津分院，天津 300073）

[摘要] 目前，我國(guó)有關(guān)規(guī)范對(duì)于“建-橋結(jié)合”結(jié)構(gòu)型式的地鐵高架站抗震設(shè)計(jì)可能存在一定的盲區(qū)。論述了抗震設(shè)計(jì)有關(guān)問(wèn)題，并提出了解決有關(guān)問(wèn)題的建議，以供推動(dòng)、完善設(shè)計(jì)規(guī)范體系。
[關(guān)鍵詞] 高架結(jié)構(gòu)；容許應(yīng)力法；抗震概念設(shè)計(jì)；延性設(shè)計(jì)；性能設(shè)計(jì)
中圖分類(lèi)號(hào)：TU231.4  文獻(xiàn)標(biāo)識(shí)碼：A  文章編號(hào)：1002-848X(2011) Sl-0078-04

Problems and suggestions on seismic design for elevated metro station
    An Bingzhong
    ( China Railway Shanghai Design Institute Group Co., Ltd., Tianjin 300073, China)

Abstract: As for the related design codes, there'8 a blind area of combined design of building structure and bridge structure in seismic design for elevated metro station. In regard of the above problems, some analyses were made and some suggestions were put forward which may promote the design criterion.
Keywords: elevated metro station; allowable stress method; seisnuc concept design; ductility design; performance design