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http://dx.doi.org/10.3795/KSME-A.2011.35.11.1515

Structural Evaluation of the 300 Ton Goliath Crane  

Shin, Sung-Hwan (School of Mechanical Engineering, ERI, Gyeongsang Nat'l Univ.)
Kim, Jeong-Kyeong (School of Mechanical Engineering, ERI, Gyeongsang Nat'l Univ.)
Song, Chul-Ki (School of Mechanical Engineering, ERI, Gyeongsang Nat'l Univ.)
Kim, Bum-Keun (School of Mechanical & Automotive Engineering, Inje Univ.)
Bae, Tae-Han (RETRO Co., Ltd.)
Kim, Joong-Moon (RETRO Co., Ltd.)
Publication Information
Transactions of the Korean Society of Mechanical Engineers A / v.35, no.11, 2011 , pp. 1515-1520 More about this Journal
Abstract
Structural analysis and evaluation for the 300ton Goliath Crane were conducted with an FEM tool. The Golliath Crane has a 300 ton hoisting weight, a 110 m span and a 50 m lift. All loads such as the self weight, crane traveling load, trolley traveling load, wind load, and earthquake force, etc., that are indicat in the reference standards, were inputted as various severe conditions affecting the crane. The deformation and equivalent stress (von Mises stress) were evaluated for the crane structures.
Keywords
Finite Element Analysis; Goliath Crane; Dead Load; Wind Load; Earthquake Load;
Citations & Related Records
Times Cited By KSCI : 1  (Citation Analysis)
Times Cited By SCOPUS : 0
연도 인용수 순위
1 JIS B 8830, 2001, Calculation Cranes-Wind Load Assessment, Japanese Standards Association, pp.2-3.
2 JIS B 8831, 2001, Cranes-Design Principles for Loads and Load Combinations, Japanese Standards Association, pp. 3-9.
3 Kim, M.-S., Lee, J.-C., Jeong, S.-Y., Ahn, S.-H., Son, J.-W., Cho, K.-J., Song, C. K., Bae, T.-H. and Park, S. R., 2008, "Structure Evaluation for the Level Luffing Crane's Boom," KSME-A Vol. 32, No. 6 pp 526-532   과학기술학회마을   DOI   ScienceOn
4 JIS B 8821, 2004, Calculation Standards for Steel Structures of Cranes, Japanese Standards Association, pp.2-14.
5 Korea Occupational Safety & Health Agency