Dynamic Response Of Guyed Crane Girder Structure Induced By Moving Loads
Dynamic response of crane girder supported by pairs of forestays induced by moving loads is studied in this paper. Each forestay is modeled as an equivalent spring with added mass while girder structure is modeled using the finite element method. Direct integration method (Newmark-B) is employed in...
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格式: | Conference or Workshop Item |
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2009
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在线阅读: | http://eprints.utp.edu.my/1501/1/ME003.pdf http://eprints.utp.edu.my/1501/ |
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