地震高烈度區(qū)“橋-建”組合結(jié)構(gòu)體系高架車站設(shè)計探討
林作忠
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（中鐵四院集團(tuán)西南勘察設(shè)計有限公司，昆明 650214）[摘要]通過對于地震高烈度區(qū)“橋-建”組合結(jié)構(gòu)體系高架車站的兩種模型的對比分析，討論了按照現(xiàn)行鐵路橋梁規(guī)范與建筑結(jié)構(gòu)規(guī)范在抗震及構(gòu)件設(shè)計等方面的差異，指出了現(xiàn)行一般設(shè)計方法可能存在的問題，同時提出了相關(guān)的建議。[關(guān)鍵詞]高架車站;“橋-建”組合結(jié)構(gòu);抗震設(shè)計;地震高烈度區(qū)中圖分類號：TU352.1 文獻(xiàn)標(biāo)識碼：A 文章編號：1002-848X(2013S1-0538-06Discussion on design of the elevated station of "bridge-station" composite structure system in high intensity seismic regionLin Zuozhong(China Railway Siyuan Group Southwest Survey and Desiagn Co.,Ltd., Kunming 650214, China)Abstract: Through comparison and analysis of two computational model for the elevated station of "bridge-station" composite structure system in high intensity seismic region, discussed the difference at the seismic design and component design according to the current specification of railway bridge and building structure specification, pointed out the potential problems of current design method, and put forward relevant suggestions.Keywords: elevated subways station; "bridge-station" composite structure; seismic design; high intensity seismic region作者簡介：林作忠，高級工程師，Email：goodmailbox@126.com。
