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- W2382475938 abstract "Wenchuan Baihua Bridge,which was seriously damaged in the earthquake,was chosen as the object of study.Elastic analysis under earthquake action E1 was performed with both response spectrum method and time-history method,and elastoplastic analysis under earthquake action E2 was performed with nonlinear timehistory method.In the end,causes of the damage and aseismic behavior of the bridge were summarized in order to provide design references for similar bridges.The studies show that: 1)the use of double-columns flexible piers decreased the integral stiffness;2)the deficiency of longitudinal bar and stirrup in the piers leads to the low bearing capacity under E1,while the plastic deformation under E2 can meet the standard;3)the unreasonable layout of bearings and tie beams causes the severe damage of the left column of the fixed piers;4)the small bearing length of the bracket,together with the big stiffness gap between the fifth and sixth continuous beam,lead to the falling down of the superstructure." @default.
- W2382475938 created "2016-06-24" @default.
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- W2382475938 date "2012-01-01" @default.
- W2382475938 modified "2023-09-23" @default.
- W2382475938 title "Analysis of seismic damage and aseismic behavior of Wenchuan Baihua Bridge" @default.
- W2382475938 hasPublicationYear "2012" @default.
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