摘要
绥芬河中俄边境公路口岸客运联检楼位于黑龙江省牡丹江地区绥芬河市,地处中俄边境,为一级客运站。建筑功能复杂,结构平面不规则,场地高差变化大。主体南侧设扶壁式挡土墙,两者连接处采用了滑动支座,相互分开互不影响。针对持力层深度不同采用两种形式的基础。针对平面不规则采用了两种程序进行计算,并进行了弹性时程分析、罕见地震作用下弹塑性分析以及弹性楼板有限元计算。
Suifenhe Sino-Russia Border Road Transportation & Inspection Terminal is located in Suifenhe City, Mudanjiang Area, Heilongjiang Province, near Sino-Russian border.As an class 1 terminal, it holds multiple architectural functions,planar irregular structure,varies site elevations.Buttress retaining walls locate at south use sliding support to keep independency motion between retaining wall and main structure.2 kinds of foundations are applied to deal with varies depths of soil bearing stratum.The irregular structure is calculated by 2 programs,elastic time-history analysis,elastic-plastic analysis under rare earthquake and FEA of elastic floor slab are also conducted.
出处
《建筑结构》
CSCD
北大核心
2013年第S2期319-323,共5页
Building Structure
关键词
平面不规则
扶壁式挡土墙
滑动支座
弹性时程分析
弹塑性分析
弹性楼板有限元分析
plan irregular
buttress retaining wall
sliding support
elastic time-history analysis
elastic-plastic analysis
FEA of elastic floor slab
