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《Urban Roads Bridges & Flood Control》 2007-05
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Calculation Analysis of High-pier Large-span Continuous Rigid Frame Bridge and Its Double-limb Thin-wall High Pier

Li Shenghui,Cao Shushang  
Combined with the choice of the reasonable bridge type in the mountain areas and loess regions,the article collects the data and materials representing the substructure of the high-pier large-span continuous rigid frame bridge at home and abroad,puts forward the more accurate calcu- lating chart of the rigidity for the double-limb thin-wall pier,derives the horizontal displacement cal- culating formula of the pier top metered with geometric nonlinearity and the reasonable rigidity of the pier body,and discusses the relation of the double-limb centre distance with the stability.
【CateGory Index】: U448.23
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【Co-citations】
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【Co-references】
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1 WEI Cheng-long~(1,2),XIANG Qi-sheng~2,ZENG Qing-yuan~3(1.College of Bridge and Structure Engineering,Changsha University of Science and Technology,Changsha 410076,China;2.Department of Civil Engineering,Hunan Institute of Science and Technology,Yueyang 414000,China;3.School of Civil and Architectural Engineering,Central South University,Changsha 410076,China);The Qualitative Analysis of the Structural Stability by Ritz Method about Two Thin Walls of High Pier of Bridge with Continuous Frame[J];Journal of Changsha Communications University;2006-03
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