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pro vyhledávání: '"Amr R. El-Gamal"'
Publikováno v:
Ocean Systems Engineering. 4:327-342
The tension leg platform (TLP) is one of the compliant structures which are generally used for deep water oil exploration. With respect to the horizontal degrees of freedom, it behaves like a floating structure moored by vertical tethers which are pr
Autor:
Hala M. Refat, Amr R. El-Gamal
Publikováno v:
American Journal of Civil Engineering and Architecture. 2:122-129
tension-leg platform (TLP) or extended tension leg platform (ETLP) is a vertically normally used for the offshore production of or , and is particularly suited for water depths greater than 300 meters and less than 1500 meters. The platform is perman
Publikováno v:
American Journal of Civil Engineering and Architecture. 2:107-114
Compliant structures like triangular tension leg platforms (TLPs) are proven to be highly cost effective in deep waters. The estimation of hydraulic forces due to waves on structural member of TLP is vital for its economic and safe design. In the cur
Autor:
Amr R. El-Gamal, Hala M. Refat
Publikováno v:
The International Conference on Civil and Architecture Engineering. 10:1-8
Publikováno v:
The International Conference on Civil and Architecture Engineering. 10:1-8
Autor:
Ashraf Essa, Amr R. El-Gamal
Publikováno v:
International Journal of Ocean System Engineering. 4:19-28
the tension leg platform (TLP) is a vertically moored structure with excess buoyancy. The TLP is regarded as moored structure in horizontal plan, while inherit stiffness of fixed platform in vertical plane. In this paper, a numerical study using modi
Autor:
A. M. Abou-Rayan, Amr R. El-Gamal
Publikováno v:
Ocean Systems Engineering. 3:149-165
Tension leg platforms (TLP's) are highly nonlinear due to large structural displacements and fluid motion-structure interaction. Therefore, the nonlinear dynamic response of TLP's under hydrodynamic wave loading is necessary to determine their deform
Publikováno v:
Ocean Systems Engineering. 2:115-135
The very low natural frequencies of tension leg platforms (TLP\'s) have raised the concern about the significance of the action of hydrodynamic wave forces on the response of such platforms. In this paper, a numerical study using modified Morison equ
The tension leg platform (TLP) is a vertically moored structure with excess buoyancy. The TLP is regarded as moored structure in horizontal plan, while inherit stiffness of fixed platform in vertical plane. In this paper, a numerical study using modi
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