The Method of Potential Continuation and the Boundary Element Method in Water Wave Problems

Ijima, Takeshi

doi:10.2208/jscej.1987.381_25

Cited by 1 publication

(2 citation statements)

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Section: Outline Of Design and Analysismentioning

confidence: 99%

“…Water is assumed to be incompressible, nonviscous and irrotational. A velocity potential Φ=Φ(x,y,z,t) can be used to describe the fluid velocity vector V (x,y,z,t)=(u,v,w) at time t at the point x = ( x, y, z ) in a Cartesian coordinate system48–69. The velocity vector V (x, y, z, t)=(u, v, w) can be expressed by the following equation under the assumption of linear wave theory of small amplitude where i , j , k are unit vectors along the x ‐, y ‐ and z ‐axes, respectively.…”

Section: Appendix: Amentioning

confidence: 99%

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Analysis and design of floating bridges

Watanabe

Utsunomiya

2003

Progress Structural Eng Maths

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The history of floating bridges can be dated back to 2000 BC. There are many types of floating bridges, depending on the conditions of the land and the types of barriers to cross. As compared with land‐based bridges, only limited information is available for floating bridges in many respects, such as past construction records, meteorological and durability conditions. In recent years it has been possible to design floating bridges more scientifically because of theoretical developments in the hydrodynamic interactions between fluid and floating bodies. This paper aims to overview the design and analysis of floating bridges following a recently published design manual by JSCE, and describes the recent development of their design with special emphasis on the use of steel.

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Section: Outline Of Design and Analysismentioning

confidence: 99%