By Jani Romanoff, Carlos Guedes Soares
Analysis and layout of Marine buildings includes the papers from MARSTRUCT 2013, the 4th overseas convention on Marine constructions (Espoo, Finland, 25-27 March 2013).
The MARSTRUCT sequence of meetings began in Glasgow, united kingdom in 2007, via the second one convention in Lisbon, Portugal (March 2009), whereas the 3rd convention was once held in Hamburg, Germany (March 2011). All MARSTRUCT-conferences take care of send and Offshore buildings, wherein this current quantity focusses on:
- equipment and instruments for so much and cargo results;
- equipment and instruments for energy overview;
- Experimental research of buildings;
- fabrics and Fabrication of buildings;
- tools and instruments for Structural layout and Optimisation; and
- Structural Reliability, protection and Environmental Protection.
Analysis and layout of Marine Structures is a necessary source for lecturers, engineers and pros thinking about marine constructions and within the layout of send and offshore structures.
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Extra info for Analysis and design of marine structures
Kukkanen, M. Viviani, P. Termarel, 2008, Comparison of experimental and numerical loads on an impacting bow section. Ship and Offshore Structures, Vol. 3:4, pp. 305–324. , T. Tveitnes, 2008, Momentum and gravity effects during the constant velocity water entry of wedge shaped sections, Ocean Engineering, Vol. 34:7, pp. 709–719. E. Crede, 1976, Shock and Vibration Handbook, McGraw-Hill. indb 35 2/15/2013 3:56:50 PM This page intentionally left blank Analysis and Design of Marine Structures – Guedes Soares & Romanoff (eds) © 2013 Taylor & Francis Group, London, ISBN 978-1-138-00045-2 Vibrations of superyacht structures: Comfort rules and predictive calculations D.
The longitudinal stiffeners are modeled as the springs and the concentrated masses to present those dynamic properties. The masses are located at the longitudinal stiffeners with considering modal mass, and the spring constants are decided so that the natural frequency of these spring and mass coincide with the first natural frequency of longitudinal stiffeners with both end simply supported by transverse members. The space of transverse frame is assumed to be 3200 mm, and the scantling of longitudinal stiffener is assumed to be hw × bf × tw × tf = 300 × 90 × 13 × 17 mm.
Indb 23 2/15/2013 3:55:55 PM This page intentionally left blank Analysis and Design of Marine Structures – Guedes Soares & Romanoff (eds) © 2013 Taylor & Francis Group, London, ISBN 978-1-138-00045-2 Numerical simulation of structural response under bow flare slamming load Takao Yoshikawa & Masahiro Maeda Kyushu University, Fukuoka, Japan ABSTRACT: In numerical simulation, the bow flare slamming phenomenon is often treated as the wedge impact to water surface. Up to now, in many numerical simulation, the impact pressure under bow flare slamming has been firstly calculated by CFD in which the structure have been assumed to be rigid, and then the structural response has been calculated utilizing FEA under the pressure obtained by CFD.
Analysis and design of marine structures by Jani Romanoff, Carlos Guedes Soares