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- W2370874578 abstract "Taking the simply supported beam arch combination structure of the double line bridge as an example,the author calculates the lowest critical value of the tied arch under the horizontal force when the lateral buckling of the tied arch has happened and the component of the each direction of the suspender tension when the lateral buckling of the arch rib has happened,discusses the energy equation meeting the boundary conditions,finally points out that the calculated safety factors are smaller because the sprag effect is not considered in the theoretical calculation." @default.
- W2370874578 created "2016-06-24" @default.
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- W2370874578 date "2008-01-01" @default.
- W2370874578 modified "2023-09-24" @default.
- W2370874578 title "Analysis on the lateral buckling of the simply supported beam arch combination structure of the railway bridge" @default.
- W2370874578 hasPublicationYear "2008" @default.
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