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Analyse of Prestressed Continuous Rigid-frame Bridge Constructure Parameter

LI Jie 1,XU Yue 2,ZHENG Kai-feng 1(1School of Civil Engineering ,Southwest Jiaotong University ,Chengdu 610031China;2School of Highway Engineering,Chang'an University,Xi'an 710064 China)  
Through analysis of the continuous rigid-frame bridge,the paper applies for numerical analysis and regress to put forward optimal formula constructional range of isotropic box-girder thick, girder highness, underside bridge curve and relation of pier high, thick of wall pier, space of double thin-wall piers and span
【Fund】: 教育部高等学校骨干教师资助计划项目
【CateGory Index】: U448.23
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