綏芬河中俄邊境公路口岸客運聯(lián)檢樓結(jié)構(gòu)設(shè)計
孫劍源
- 摘 要
-
（上海城鄉(xiāng)建筑設(shè)計院有限公司，上海 201103）[摘要] 綏芬河中俄邊境公路口岸客運聯(lián)檢樓位于黑龍江省牡丹江地區(qū)綏芬河市，地處中俄邊境，為一級客運站。建筑功能復(fù)雜，結(jié)構(gòu)平面不規(guī)則，場地高差變化大。主體南側(cè)設(shè)扶壁式擋土墻，兩者連接處采用了滑動支座，相互分開互不影響?；A(chǔ)針對持力層深度不同采用兩種形式的基礎(chǔ)。針對平面不規(guī)則采用了兩種程序進行計算，并進行了彈性時程分析、罕見地震作用下彈塑性分析以及彈性樓板有限元計算。[關(guān)鍵詞] 平面不規(guī)則; 扶壁式擋土墻; 滑動支座; 彈性時程分析; 彈塑性分析; 彈性樓板分析中圖分類號：TU375 文獻標識碼：A 文章編號：1002-848X(2013)S2-0319-05作者簡介：孫劍源，本科，工程師，Email：sjy3n@163.com。Design of Suifenhe Sino-Russian Border Road Transportation & Inspection TerminalSun Jianyuan(Shanghai Chengxiang Architectural Design Institute Co., Ltd., Shanghai 201103, China)Abstract: 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.Keywords: plan irregular; buttress retaining wall; sliding support; elastic time-history analysis; elastic-plastic analysis under rare earthquake; FEA of elastic floor slab
