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- W2350944372 abstract "For the purpose of revising Guidance of Design and Construction of Steel-concrete Composite Bridge,the bearing capacity reliability of steel-concrete composite bridge was analyzed,and bearing capacity consisted of bending capacity,longitudinal and vertical shear bearing capacity.In order to obtain statistical parameters of steel-concrete composite girder expediently,using coherency function formed by the maximum entropy principle,the expressions of bending capacity and longitudinal shear bearing capacity,which are multi-piece function were integrated into one formula.The statistical parameters of bearing capacity under the conditions that γs equals to 1.1,1.15 and 1.2 were calculated.General operation state and dense operation state were considered for vehicle load.It indicates that the reliability index of bending capacity is close to that of longitudinal shear bearing capacity.When γs equals to 1.15,the reliability index of general operation state is between 5.0 and 5.9 and dense operation state is between 5.4 and 6.5;the reliability index of vertical shear bearing capacity is correspondingly small;general operation state is between 4.1 and 5.0 and dense operation state is between 4.0 and 5.5." @default.
- W2350944372 created "2016-06-24" @default.
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- W2350944372 date "2009-01-01" @default.
- W2350944372 modified "2023-09-24" @default.
- W2350944372 title "Bearing Capacity Reliability Analysis of Steel-concrete Composite Bridge" @default.
- W2350944372 hasPublicationYear "2009" @default.
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