HYDROELASTIC RESPONSE ANALYSIS OF IRREGULAR-SHAPED LARGE FLOATING STRUCTURES USING BOUNDARY ELEMENT-FINITE ELEMENT HYBRID MODEL

Author:

HAMAMOTO Takuji1,FUJITA Kenichi2

Affiliation:

1. Dept. of Architecture, Musashi Institute of Technology

2. Musashi Institute of Technology

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference12 articles.

1. 1) WEN Y. K. Interaction of Ocean Waves with Floating Plate. ASCE. (1974) vol.100, no.EM2, p.375-395.

2. 2) MAMIDIPUDI P. The Motion Performance of a Mat-like Floating Airports. Proc. of Int. Conf. on Hydroelasticity in Marine Technology, 1994. (1994) p.363-375.

3. 4) TAKAKI M. Motions of a Floating Elastic Plate in Waves. J. of the Society of Naval Architects of Japan. (1996) vol.180, p.331-339.

4. 7) WU C. Harmonic Wave Response Analysis of Elastic Floating Plates by Modal Superposition Method. Structural Eng./Earthquake Eng., JSCE. (1997) vol.14, no.1, p.43-52.

5. 11) KASHIWAGI M. A Direct Method Versus a Mode-Expansion Method for Calculating Hydroelastic Response of a VLFS in Waves. Proc. of the 8th Int. Offshore and Polar Eng. Conf., 1998. (1998) vol.1, p.215-222.

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2. CONSIDERATION ON ELASTIC RESPONSE REDUCTION OF LARGE FLOATING STRUCTURES IN WAVE NUMBER DOMAIN;Journal of Structural and Construction Engineering (Transactions of AIJ);2005

3. HYDROELASTIC BEHAVIOR OF A FLOATING ELASTIC CIRCULAR PLATE ADVANCEING IN WAVES : Part1 Theoretical formulation and analytical solution;Journal of Structural and Construction Engineering (Transactions of AIJ);2004

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