Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 81
... construction does not require a heavy industrial infrastructure and that its cost of construction is lower . However , the weight of a concrete MSF is slightly higher , and temporary post - tensioning could be required during certain ...
... construction does not require a heavy industrial infrastructure and that its cost of construction is lower . However , the weight of a concrete MSF is slightly higher , and temporary post - tensioning could be required during certain ...
Page 85
... Construction Technology Laboratory Skokie , Illinois W. J. Cichanski Construction Technology Laboratory Federal Way , Washington G. C. Hoff Mobil R & D Corporation Dallas , Texas ACKNOWLEDGMENTS The work reported in this paper was part ...
... Construction Technology Laboratory Skokie , Illinois W. J. Cichanski Construction Technology Laboratory Federal Way , Washington G. C. Hoff Mobil R & D Corporation Dallas , Texas ACKNOWLEDGMENTS The work reported in this paper was part ...
Page 107
... Construction The actual in - situ strength of concrete structures is obtained from field tests . The in - situ concrete strength is normally lower than the strength of the corresponding standard test specimens , a reality which is ...
... Construction The actual in - situ strength of concrete structures is obtained from field tests . The in - situ concrete strength is normally lower than the strength of the corresponding standard test specimens , a reality which is ...
Contents
ADVANCED COMPOSITES | 1 |
Probabilistic Aspects of HAZ CTOD Value of Multipass Welded Joint of Steel for Offshore | 5 |
The Use of GRP Materials in Platform Topsides Construction and the Regulatory Implications | 15 |
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analysis applications axial behaviour bending brace calculated carried chord combined compared components composite Composite Materials compression concrete connection considered construction corrosion crack crack growth critical curve cycles damage determined developed distribution effect element Engineering experimental factor failure fatigue fiber Figure finite element force fracture geometry increase indicate initial internal laminate length limit load lower Marine material matrix maximum mean measured mechanical method Mode nodes nominal normal observed obtained offshore operation parameters performance pipe plate platform position predicted present pressure production properties range ratio reduced reinforcement Research resin resistance seal shear shell shown shows specimen steel stiffener stiffness strain strength stress concentration structures surface Table techniques temperature tensile tension thickness thread tube tubular joints weight weld