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- W2367645118 abstract "In order to obtain the stability coefficient and safety stock of multi-span tied arch bridge,a spatial finite element model for multi-span tied arch bridge was established.Through the buckling analysis on eigenvalue,the stability coefficients of the completed bridge state under various operating conditions were attained.In addition,the influence of bracing stiffness and bracing number on the stability coefficient was analyzed.Through the ultimate bearing capacity analysis with considering both material nonlinearity and geometric nonlinearity,the dead load and live load stability coefficients for completed bridge state were obtained.Moreover,the effect of wind load,temperature action,load arrangement and initial defect on the stability coefficient was analyzed.The analysis results show that the buckling analysis on eigenvalue can provide reasonable estimation for the structural ultimate capacity,and the bracing stiffness has a greater influence on the structural stability coefficient compared with the bracing number.In the analysis process of ultimate bearing capacity,the quarter points and mid-span of main arch firstly reach the plastic state.Furthermore,the static wind load has a greater effect on the structural stability coefficient compared with the temperature action and initial defect." @default.
- W2367645118 created "2016-06-24" @default.
- W2367645118 creator A5000700536 @default.
- W2367645118 date "2013-01-01" @default.
- W2367645118 modified "2023-09-23" @default.
- W2367645118 title "Influencing factors for ultimate bearing capacity of multi-span tied arch bridge" @default.
- W2367645118 hasPublicationYear "2013" @default.
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