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 320
The structure originally loaded within its elastic limits is subjected to fire and high temperature . This causes a degradation of elastic modulus and plasticity limits , and in consequence structural members become plastically deformed ...
The structure originally loaded within its elastic limits is subjected to fire and high temperature . This causes a degradation of elastic modulus and plasticity limits , and in consequence structural members become plastically deformed ...
Page 325
At each temperature level this variable , characterised by the lognormal distribution , considered to be time - independent . was Results demonstrated a wide range of times - to - failure thus posing problems with placing reliability on ...
At each temperature level this variable , characterised by the lognormal distribution , considered to be time - independent . was Results demonstrated a wide range of times - to - failure thus posing problems with placing reliability on ...
Page 328
8 Degradation of load carrying capacity with rising temperature 1000 Local mechanism Review Major structural collapse 800 O Fig . 6 Algorithm for deterministic fire analysis 600 Temperature ( deg C ) 400 200 o 2 ( 35 ) 0 0.06 0.07 0.08 ...
8 Degradation of load carrying capacity with rising temperature 1000 Local mechanism Review Major structural collapse 800 O Fig . 6 Algorithm for deterministic fire analysis 600 Temperature ( deg C ) 400 200 o 2 ( 35 ) 0 0.06 0.07 0.08 ...
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Contents
SPECIAL SESSION HYDRODYNAMICS | 1 |
HYDRODYNAMIC FORCES | 29 |
Simulated High Reynolds Number Flow and Forces on Cylinder Groups | 71 |
Copyright | |
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acting amplitude analysis angle applied approach approximately assumed average body boundary cable calculated circular cylinder coefficients compared comparison components computed considered constant corresponding cylinder damping depth described determined diffraction direction distribution domain drag drift force effect element Engineering equation estimates experimental experiments expressed field Figure floating flow fluid follows free surface frequency function given height horizontal hydrodynamic included increase integral irregular waves length lift force linear loads mass maximum mean measured method mode mooring motion natural nonlinear obtained Ocean Offshore oscillation period phase platform points position potential predicted present pressure problem random range regular relative represents respectively response second order second-order separation ship shown shows simulation solution spectrum structure surge Table tests theory values velocity vertical vortex wave forces