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《Sichuan Building Science》 2009-06
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Nonlinear analysis on continuous rigid frame bridge with large-span and high-pier made of concrete filled steel tube laced columns

ZHAN Yulin 1,ZHAO Renda 1,XU Tengfei 1,TANG Chengping 2 (1.Department of Bridge Engineering,Southwest Jiaotong University,Chengdu 610031,China; 2.Sichuan Yaxi Expressway Limited Liability Company,Yaan 625000,China)  
Labajin super large bridge was a continuous rigid frame bridge with large-span and high-pier on Yalu road.The high piers made of concrete filled steel tube laced columns were the first used in domestic.Considering the composite performance of concrete filled steel tube laced columns,a three dimension nonlinear numerical analysis model was set up.According to the bridge construction process,the nonlinear analysis studies on construction state and finished bridge state were put up.The results show that the high piers made of concrete filled steel tube laced columns have good stiffness,and the transverse deformation could be reduced obviously while there are lateral ties.
【Fund】: 西南交通大学青年教师科研起步项目(2007Q097);; 四川省交通厅科技项目“高墩大跨预应力混凝土连续刚构桥梁非线性特性研究”(2006A24-602)
【CateGory Index】: U441;U448.38
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