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• W175093755 abstract "This paper reports a brief study on free vibration dynamic analysis for determining vibration parameters such as natural frequencies and mode shapes for two selected bridges in Johor. The vibration parameters for these bridges are studied using finite element analysis software package ANSYS 6.0. A three-dimensional finite element model is developed for the bridges based on design drawing provided by Public Works Department (PWD). Separate element types with same nodal layer are used as a modeling technique in this finite element analysis. Mode shapes based on natural frequency analysis are obtained for the bridges from the models with and without diaphragms. It is found that a moderately coarse mesh density of 1m for every edge element length would be sufficient for a majority of practical structural applications." @default.
• W175093755 created "2016-06-24" @default.
• W175093755 creator A5007190442 @default.
• W175093755 date "2005-04-01" @default.
• W175093755 modified "2023-09-27" @default.
• W175093755 title "Modal analysis of concrete bridge decks subjected to free vibration" @default.
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