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   吳垠龍¹，  衡敏濤¹，  劉莉婭²，  陳  奕¹
   （1 北京城建設(shè)計(jì)研究總院有限責(zé)任公司，北京 100037；2 北京石油化工工程有限公司，北京 100107）

[摘要] 2010版《建筑抗震設(shè)計(jì)規(guī)范》明確提出隔震層可以設(shè)置在上部與下部結(jié)構(gòu)之間，使層間隔震技術(shù)得以廣泛推廣應(yīng)用。無錫地鐵車輛段大平臺(tái)上蓋開發(fā)項(xiàng)目，受地鐵車輛限制，平臺(tái)層高大，造成平臺(tái)與上部結(jié)構(gòu)層剛度比問題突出，利用層間隔震結(jié)構(gòu)可以很好地解決這一矛盾。比較了高層框架結(jié)構(gòu)層間隔震設(shè)計(jì)新舊抗震規(guī)范的不同，分析了層間隔震對(duì)上下部結(jié)構(gòu)的影響，證明層間隔震結(jié)構(gòu)在車輛段大平臺(tái)開發(fā)項(xiàng)目中是經(jīng)濟(jì)合理可行的。
[關(guān)鍵詞] 層間隔震；隔震支座；時(shí)程分析；水平減震系數(shù)；規(guī)范對(duì)比；
中圖分類號(hào)：TU352.1，TU318.1    文獻(xiàn)標(biāo)識(shí)碼：A    文章編號(hào)：1002-848X(2012) Sl-0516-04

Comparison of interlayer seismic isolation frame structure design between new and old Code for seismic design of buildings
Wu Yinlong¹, Heng Mintao¹, Liu Liya², Chen Yi¹
(1 Beijing Urban Engineering Design & Research Institute Co., Ltd., Beijing 100037, China; 2 Beijing Petrochemical Engineering Co., Ltd., Beijing 100107, China)

Abstract: The 2010 edition of Code for seismic design of buildings explicitly pointed out that the isolation layer can be set between the upper and lower structures and it extends the interlayer seismic technology. The development of Wuxi subway car depot platform on the cover project was limited by the subway car, and the platform is too high, that led serious problems to the platform and the upper structure layer stiffness ratio. The interlayer seismic structure can be a good solution to this contradiction. The differences of the high-level framework structure of interlayer seismic design of old and new seismic code and analysis the influence ofinterlayer seismic impact on the upper and lower structures were compared. It improves that the interlayer seismic isolation frame is economic rational and feasible to the subway car depot platform project.
Keywords: interlayer seisrmc isolation, seismic isolator, time history analysis; horizontal seismic reduction factor; comparison of code