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《Journal of Dalian University of Technology》 2004-03
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Nonlinear stochastic static analysis of long-span suspension bridge

SHILei~*,LIUChun-cheng,ZHANGZhe,DUPeng-juan ( Res. Inst. of Bridge, Dalian Univ. of Technol., Dalian 116024, China )  
Geometric nonlinear behaviors are very significant in the long-span suspension bridges, and the uncertainties of the material, the physical dimension, etc. greatly influence the structural response of the suspension bridge. The beam element with small EI is used for the certain analysis of the suspension bridge. Based on the response surface approach, the non-linearity of the suspension bridge is researched. Finally, the mid-span deflection of a long-span suspension bridge under the vertical live load is analyzed when the elastic modulus of cables and hangers are assumed to be random correlated variables. Numerical results show that the randomness has a significant effect on the mid-span deflection.
【CateGory Index】: U448.27
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