Dynamic Responses of Mobile Elevating Work Platform and Mega Container Crane Structures

Abstract:

The modern design methods lead to the objectivisation of the process of thinking, which is important for the new system development. The aim of objectivisation and decomposition of the design is obvious: it should enable a new approach in the problem solving and thinking of the designer, enriches the large quantity of new information, facts and ideas, which are important for the system designing. The first part of this paper gives a brief presentation of mobile elevating work platform structure response to the wind excitation in possible resonant states. The second part is dedicated to the dynamic analysis of the mega container crane structure subjected to the moving load.

• Periodical: Advanced Materials Research (Volumes 562-564)
• Pages: 1539-1543
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.562-564.1539
• Online since: August 2012
• Authors: Srđan M. Bošnjak, Nenad Đ. Zrnić, Vlada M. Gašić, Zoran D. Petković, Milorad Đ. Milovančević
• Keywords: Dynamic Structure Response, Mega Container Crane, Mobile Elevating Work Platform, Moving Load, Wind Load

References

[1] Đ. Zrnić, S. Bošnjak and N. Zrnić: Mashinostroenie (special issue) Vol. XLVII (1998), pp.64-69.

[2] S. Bošnjak, N. Zrnić and B. Dragović: Strojniški vestnik - Journal of Mechanical Engineering Vol. 55 (2009), pp.104-113.

[3] N. Zrnić, D. Oguamanam and S. Bošnjak: FME Transactions Vol. 34 (2006), pp.193-198.

[4] N. Zrnić, V. Gašić, A. Obradović and S. Bošnjak: Springer Proceedings in Physics Vol. 139 (2011), pp.81-86.

[5] V. Gašić, N. Zrnić, A. Obradović and S. Bošnjak: FME Transactions Vol. 39 (2011), pp.17-24.

[6] D. Derlukiewicz and G. Przybyłek: Automation in Construction Vol. 17 (2008), pp.278-283.

[7] E. Rusiński: Design principles for supporting structures of self-propelled vehicles [in Polish] (Wrocław University of Technology Publishing House, Poland 2002).

[8] C. Pan, A. Hoskin, M. McCann, M. Lin, K. Fearn and P. Kean: Journal of Safety Research Vol. 38 (2007), pp.617-625.

[9] J. Toribio, V. Kharin, F.J. Ayaso, B. González, J.C. Matos, D. Vergara and M. Lorenzo: Engineering Failure Analysis Vol. 17 (2010), pp.739-747.

DOI: 10.1016/j.engfailanal.2009.08.017

[10] T.R. Smith: Engineering Failure Analysis Vol. 9 (2002), p.303–312.

[11] P. Sachs: Wind forces in engineering (Pergamon Press, England 1978).

[12] Đ. Zrnić: Total performance design and active constructions, in: Proceedings of the XV ECPD International Conference on Material Handling and Warehousing, edited by Đorđe Zrnić, University of Belgrade - Faculty of Mechanical Engineering, p.1.

[13] N. Zrnić, K. Hoffmann and S. Bošnjak: Mathematical and Computer Modelling of Dynamical Systems Vol. 15 (2009), pp.295-311.

DOI: 10.1080/13873950902927675

[14] N. Zrnić, S. Bošnjak and K. Hoffmann: Application of non-dimensional models in dynamic structural analysis of cranes under moving concentrated load, in: Proceedings of the 6th MATHMOD, edited by Inge Troch and Felix Breitenecker, Institute for Analysis and Scientific Computation at Vienna University of Technology, pp.327-336.

[15] N. Zrnić, S. Bošnjak and K. Hoffmann: Mathematical and Computer Modelling of Dynamical Systems Vol. 16 (2010), pp.145-160.

DOI: 10.1080/13873951003676534

[16] N. Zrnić and S. Bošnjak: Mechanics Research Communications Vol. 35 (2008), pp.622-624.