Drag and mass coefficients corresponding to Stokes' fifth - order theory have been determined from previously published wave and wave - force data. Comparisons between statistical distributions for fifth-order and corresponding first order coefficients have been made for varying wave steepnesses. For other existing wave data, from which the fifth order drag coefficients could not be determined , the statistical distributions of first-order coefficients have been investigated varying wave steepnesses. Statistically based fifth- order and first-order coefficient design values for varying Reynolds numbers are presented. Statistically based fifth and first - order mass coefficient design values are suggested . Comparisons between drag-coefficie...
Arrays of closely spaced slender cylindrical-shaped structural elements such as marine risers, TLP t...
A series of experiments was made in a wave channel for the forcesexerted by deep water waves on a su...
Axial forces were measured on five cylinders at M = 5 for Re = 4,000,000/ft and 37,000,000/ft. The p...
This paper describes experimental results on the in-line and lift forces acting on inclined circular...
Morison's equation is the most widely used method of predicting wave forces on slim cylindrical memb...
Includes bibliography.This thesis is a critical review of methods of predicting wave forces on verti...
In m.any design problem.s the sea state is specified as part of the design criteria. For offshore st...
Three methods of presenting wave data are discussed: the significant wave (including the "design wav...
This paper presents some results of simultaneous full-scale wave kine-matic and local force measurem...
Design pile loads in this document are based on the Morison equation. In Chapter 3 and 4 the backgro...
To investigate the coupling effects of wave–wind, wave–current, and wave–current–wind on a pile foun...
By a re-definition of the standard coefficients of form, wherein displacement is weighted by its dis...
In this study, a three-dimensional numerical model is used to study the wave interaction with a vert...
Graduation date: 1981Two types of linear random wave simulation methods are investigated;\ud viz., (...
In this study the inertia coefficient for a vertical circular cylinder subject to wave action in a f...
Arrays of closely spaced slender cylindrical-shaped structural elements such as marine risers, TLP t...
A series of experiments was made in a wave channel for the forcesexerted by deep water waves on a su...
Axial forces were measured on five cylinders at M = 5 for Re = 4,000,000/ft and 37,000,000/ft. The p...
This paper describes experimental results on the in-line and lift forces acting on inclined circular...
Morison's equation is the most widely used method of predicting wave forces on slim cylindrical memb...
Includes bibliography.This thesis is a critical review of methods of predicting wave forces on verti...
In m.any design problem.s the sea state is specified as part of the design criteria. For offshore st...
Three methods of presenting wave data are discussed: the significant wave (including the "design wav...
This paper presents some results of simultaneous full-scale wave kine-matic and local force measurem...
Design pile loads in this document are based on the Morison equation. In Chapter 3 and 4 the backgro...
To investigate the coupling effects of wave–wind, wave–current, and wave–current–wind on a pile foun...
By a re-definition of the standard coefficients of form, wherein displacement is weighted by its dis...
In this study, a three-dimensional numerical model is used to study the wave interaction with a vert...
Graduation date: 1981Two types of linear random wave simulation methods are investigated;\ud viz., (...
In this study the inertia coefficient for a vertical circular cylinder subject to wave action in a f...
Arrays of closely spaced slender cylindrical-shaped structural elements such as marine risers, TLP t...
A series of experiments was made in a wave channel for the forcesexerted by deep water waves on a su...
Axial forces were measured on five cylinders at M = 5 for Re = 4,000,000/ft and 37,000,000/ft. The p...