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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Bibliographic Details
Main Authors: Yazid, Edwar, Parman, Setyamartana, Fuad, Khairul
Format: Conference or Workshop Item
Published: 2009
Subjects:
Online Access:http://eprints.utp.edu.my/1501/1/ME003.pdf
http://eprints.utp.edu.my/1501/
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