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- W2377888429 abstract "Based on Shengli bridge,by using finite element software MIDAS/CIVIL build up a modal,the deflection,stress and natural vibration of completed concrete filled steel tubular arch bridge are analysised.The result show that:under the design load the maximum deflection and stress is less than code values,the bridge is safety." @default.
- W2377888429 created "2016-06-24" @default.
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- W2377888429 date "2011-01-01" @default.
- W2377888429 modified "2023-09-24" @default.
- W2377888429 title "Finite Element Modal Calculation on through Concrete Filled Steel Tubular Arch Bridge" @default.
- W2377888429 hasPublicationYear "2011" @default.
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