By Jani Romanoff, Carlos Guedes Soares
Analysis and layout of Marine buildings includes the papers from MARSTRUCT 2013, the 4th foreign convention on Marine buildings (Espoo, Finland, 25-27 March 2013).
The MARSTRUCT sequence of meetings began in Glasgow, united kingdom in 2007, through 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 constructions, wherein this current quantity focusses on:
- tools and instruments for so much and cargo results;
- equipment and instruments for power overview;
- Experimental research of buildings;
- fabrics and Fabrication of buildings;
- tools and instruments for Structural layout and Optimisation; and
- Structural Reliability, security and Environmental Protection.
Analysis and layout of Marine Structures is an important source for lecturers, engineers and execs occupied with marine constructions and within the layout of send and offshore structures.
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Additional info for Analysis and design of marine structures
0 at large value of horizontal axis, that means the case of thick plate. In the case of thin plate, that is the small value of horizontal axis, the natural period of plate is smaller by comparison with the duration of impact load, and the normalized structural response will be reduced. In thin plate, the structural response is proportional to impulse not to peak pressure. 0 of horizontal axis, the structural response is larger than the static one because the natural period of plate is almost equal to the duration of impact load.
06 sec are almost the same as this figure, but omitted for cutback of pages. The spinout pressure presented in Figure 5 is trivial for the response of structure because the duration of spinout peak pressure is short enough Figure 6. 03 sec) (Nakashima, 2011). compared with both of the whole duration of pressure and the natural period of structure. The purpose of this paper is to investigate the structural response at water impact. The spinout peak pressure shown in Figure 5 does not affect on the response of structure.
The relation between the peak pressure and deadrise angle of wedge. Figure 12. Time history of deflection of plate in the case of β = 15°, V = 15 m/sec. Figure 13. The relation between the peak bending stress of plate and the duration of impact load in the case of V = 15 m/sec. Figure 11. The relation between the peak pressure and water entry velocity of wedge. indb 30 2/15/2013 3:56:22 PM Figure 15. The structural response of 1 degree model under various load curves (Harris, 1976). Figure 14. The relation between the peak bending stress of plate and the duration of impact load in the case of β = 15 degree.