Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 10, Part 2American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 158
... oriented measure of redundancy is the degree of structural indeterminacy in structural analysis Rind F - E ( 1 ) in which F and E are the numbers of unknown reactive forces and of independent equilibrium equations , respectively .
... oriented measure of redundancy is the degree of structural indeterminacy in structural analysis Rind F - E ( 1 ) in which F and E are the numbers of unknown reactive forces and of independent equilibrium equations , respectively .
Page 257
The ordinates , Ou ' , and abscissae , Ee ' , for points A , C and B are respectively given by beb 0.6E . 1.25 ............... 1.50 . Oua = bec ' - o , and , Eca = 1 = be 0.4 - eor ( 3 ) uc bec 1 + O , exp ( -0 , 8.g ' ] and , Ecc ' = 1 ...
The ordinates , Ou ' , and abscissae , Ee ' , for points A , C and B are respectively given by beb 0.6E . 1.25 ............... 1.50 . Oua = bec ' - o , and , Eca = 1 = be 0.4 - eor ( 3 ) uc bec 1 + O , exp ( -0 , 8.g ' ] and , Ecc ' = 1 ...
Page 344
The 50 % fractile corresponds to 15.1 % and 23.9 % internal rate of return , for the non - consolidated and consolidated case respectively . It is also observed that there is only a 10 % probability of exceeding internal rates of return ...
The 50 % fractile corresponds to 15.1 % and 23.9 % internal rate of return , for the non - consolidated and consolidated case respectively . It is also observed that there is only a 10 % probability of exceeding internal rates of return ...
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Contents
Occurrence of Extreme Waves With Respect to Significant Wave Height | 1 |
Spectral Modelling of Sea States With Multiple Wave Systems | 13 |
Statistical and Physical Models of Nonlinear Random Waves | 23 |
Copyright | |
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Common terms and phrases
amplitude analysis applied approach approximation assumed bending calculated coefficient component computed condition considered correlation corresponding costs crack damage defects defined density depends described determined developed deviation direction distribution dominated effect element Engineering equation estimated evaluation event example expected expressed factors failure fatigue Figure force frequency function given important increase initial inspection integral joints length limit linear load maintenance material matrix maximum mean measured method normal observed obtained offshore structures parameters peak performed period plate platform possible presented probabilistic probability problem procedure random variables range reliability repair Report represented respectively response safety sample ship shown shows significant simulation spectra standard statistical stochastic storm strength stress structural surface Table tendon term tion uncertainty variables variation vector wave height yield