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《Journal of Changsha Communications University》 2008-04
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Stochastic static analysis on spatial stability of CFST tilt-basket arch bridge

LI Sheng-yong,CHEN Bao-chun(College of Civil Engineering,Fuzhou University,Fuzhou 350108,China)  
In order to understand the spatial stability behaviors of tilt-basket arch bridge with a considerable small width-to-span ratio,response surface method(RSM) is applied in stochastic static analysis on spatial buckling problem in such a type bridge.Taking Tongwamen Bridge as a case study,which has a width-to-span ratio only of 1/23.8,a response surface equation is established,the uncertainties of structural material properties and geometrical dimensions are taken into account in studying its spatial buckling.Analysis results indicate that the first buckling model in spatial does not been influenced by various uncertainty parameters and the variations and uncertainties of structural properties have different effects on the spatial buckling property.
【Fund】: 福州大学博士后基金项目(JA08015)
【CateGory Index】: U448.22
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