Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 163
... Girder Bridges , " Structural Safety and Reliabil- ity , ASCE , New York , Vol . III , pp . 2171-2178 . Frangopol , D. M. and Nakib , R. , 1990b , " Redundancy in Highway Bridges , " AISC Engineering Journal , Chicago , in print ...
... Girder Bridges , " Structural Safety and Reliabil- ity , ASCE , New York , Vol . III , pp . 2171-2178 . Frangopol , D. M. and Nakib , R. , 1990b , " Redundancy in Highway Bridges , " AISC Engineering Journal , Chicago , in print ...
Page 237
... girder moment as determined by critical buckling stress wave bending moment = number of stress cycles PF = S = probability of failure stress range Ti time at inspection peak period average zero up crossing wave period average zero up ...
... girder moment as determined by critical buckling stress wave bending moment = number of stress cycles PF = S = probability of failure stress range Ti time at inspection peak period average zero up crossing wave period average zero up ...
Page 279
... girder and two stiffeners shown in Fig . 1 . It is subjected to uniformly distributed load q along the girder . The torsional effect of the members is taken into account . For simplisity the length of elements is taken as deterministic ...
... girder and two stiffeners shown in Fig . 1 . It is subjected to uniformly distributed load q along the girder . The torsional effect of the members is taken into account . For simplisity the length of elements is taken as deterministic ...
Contents
VORTEX SHEDDING AND VIBRATION | 187 |
OCEAN WAVES AND CURRENT | 209 |
COMPUTATIONAL METHODS | 247 |
Copyright | |
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added mass amplitude analysis approximately average body boundary condition cable calculated circular cylinder components computed correlation density diffraction displacement distribution drag coefficient dynamic effects Ekofisk Engineering experimental field Figure finite element floating flow fluid free surface frequency domain function Green function horizontal hydrodynamic hydrodynamic forces incident wave integral equation irregular waves length lift force linear load low-frequency matrix maximum measured method mode mode shapes mooring motion natural frequency nonlinear obtained Ocean Offshore Structures OMAE open boundary oscillation parameters phase velocity platform predicted present pressure problem random waves ratio response Reynolds number riser Sarpkaya seabed second-order ship simulation small forward solitary wave solution spectral spectrum stiffness surge tank tanker tension tether theory transverse values vector velocity potential vertical vessel vibration vortex vortices water depth wave drift damping wave forces wave height wave profile