Title: Finite Element Modal Calculation on through Concrete Filled Steel Tubular Arch Bridge
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.
Publication Year: 2011
Publication Date: 2011-01-01
Language: en
Type: article
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