Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Arctic regions |
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Results 1-3 of 18
Page 456
... specimens where each was held at a constant stress ( Figure 1. ) . The first six specimens were tested at three stress levels for 48 hours with a short interruption midway . Another six specimens were tested at the same stresses for 30 ...
... specimens where each was held at a constant stress ( Figure 1. ) . The first six specimens were tested at three stress levels for 48 hours with a short interruption midway . Another six specimens were tested at the same stresses for 30 ...
Page 464
... specimens Nine pieces of specimens were tested . One is a foundamental T type specimen without any reinforcement ( specimen - A ) . Seven are T type specimens with in- dividual internal reinforcement inside a chord ( specimen - B ~ H ) ...
... specimens Nine pieces of specimens were tested . One is a foundamental T type specimen without any reinforcement ( specimen - A ) . Seven are T type specimens with in- dividual internal reinforcement inside a chord ( specimen - B ~ H ) ...
Page 468
... specimen - A and I from nine specimens listed in Table 1 , the left seven specimens are com- pared on reinforcement efficiency . Evaluation of the efficiency is carried out by two factors , the maximum strain measured for each specimen ...
... specimen - A and I from nine specimens listed in Table 1 , the left seven specimens are com- pared on reinforcement efficiency . Evaluation of the efficiency is carried out by two factors , the maximum strain measured for each specimen ...
Contents
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
9 | 38 |
27 | 45 |
Copyright | |
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added mass amplitude analysis array calculated results circular cylinder cosh crane ship crest damping coefficient density directional wave displacement distribution domain drag coefficient drag force dynamic effect Engineering equation estimated experimental results flow fluid force coefficients forces acting forward speed free surface Green's function heave horizontal hydrodynamic hydrodynamic forces incident wave irregular Kc number lift force linear load low-frequency matrix maximum measured method mooring line motion nonlinear obtained offshore structures oscillation parameters pile potential theory predicted pressure random ratio Rayleigh distribution regular waves response Sarpkaya second-order semisubmersible ship motions shown in Figure simulation solution spectra spectral density spectrum spreading function surge tanker transfer function vector velocity potential vertical vessel vortex vortex shedding vortices water depth wave amplitude wave component wave drift wave force wave frequency wave groups wave height wave number wave period wave power