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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Page 429
Side view Aurillary camage Man Cartage - Tension weight meling en tot re was strongly felt that the dynamic interaction between the trawl and the doors ... This was achieved by using shorter wires , clump weights , springs and pulleys .
Side view Aurillary camage Man Cartage - Tension weight meling en tot re was strongly felt that the dynamic interaction between the trawl and the doors ... This was achieved by using shorter wires , clump weights , springs and pulleys .
Page 435
The minimum weight design generated by the computer programs are shown in Figure 7 for the three sets of group area variables used . A smaller minimum weight is obtained with better grouping of members ( i.e. using less number of ...
The minimum weight design generated by the computer programs are shown in Figure 7 for the three sets of group area variables used . A smaller minimum weight is obtained with better grouping of members ( i.e. using less number of ...
Page 435
The minimum weight design generated by the computer programs are shown in Figure 7 for the three sets of group area variables used . A smaller minimum weight is obtained with better grouping of members ( i.e. using less number of ...
The minimum weight design generated by the computer programs are shown in Figure 7 for the three sets of group area variables used . A smaller minimum weight is obtained with better grouping of members ( i.e. using less number of ...
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Contents
DESIGN METHODS OF STRUCTURES | 10 |
OCEAN WAVES | 11 |
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
Copyright | |
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added amplitude analysis applied array bending body boundary calculated coefficient compared comparison component considered corresponding crest curve cylinder damping defined dependent depth determined developed direction displacement distribution drag dynamic effect element Engineering equation estimated experimental experiments factor field Figure flow forward frequency function given hydrodynamic increase integral interval length lift force linear load mass maximum mean measured method mooring motion natural nonlinear obtained Offshore oscillation parameters period pile plate platform potential predicted present pressure problem range ratio relative respectively response riser ship shown simulation solution spectra spectrum speed stress structure surface surge Table tension theory values velocity vertical vessel vortex wave force wave height wind