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...

全面介紹

Saved in:
書目詳細資料
Main Authors: Yazid, Edwar, Parman, Setyamartana, Fuad, Khairul
格式: Conference or Workshop Item
出版: 2009
主題:
在線閱讀:http://eprints.utp.edu.my/1501/1/ME003.pdf
http://eprints.utp.edu.my/1501/
標簽: 添加標簽
沒有標簽, 成為第一個標記此記錄!
實物特徵
總結: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 calculating its dynamic response. Parametric study such as the speed, mass of the moving load, forestays position, viscous damping as well as velocity histories of the moving load that affect vibration of the structure are investigated. The results obtained are then compared with the results of a commercial finite element package ANSYS and good agreement is found.