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Dynamic Wave Response of Nonlinear Offshore Platform Structural System: Guidelines for modeling, analysis and design application - Tapa blanda

 
9783844306781: Dynamic Wave Response of Nonlinear Offshore Platform Structural System: Guidelines for modeling, analysis and design application

Sinopsis

In historical background of oil and gas exploration industry, over years, fixed offshore platforms are widely used. In the design of fixed offshore structures, as known, they are always attacked by severe environmental loads especially dynamic wave loads which govern the design factor of the platform. In addition, they are found sufficiently rigid to withstand environmental loads in the open sea. However, if soil stiffness under seabed is taken into account, we know that soil layers are not acting as perfectly stiff foundation. Nonlinearity of soil stiffness with its property may affect the global structural stiffness and it is a time-dependent function of total forces at pile head. Therefore, natural frequency of structure becomes nonlinear and it may increase structural response or induce resonance. For design purpose, this book will give distinctively useful ideas to professional design engineers or students who are interested in methodology for modeling of non-linear foundation system of offshore structure. It is also recommended to researchers who would like to extend the scope beyond this book as recommended in the last section.

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Reseña del editor

In historical background of oil and gas exploration industry, over years, fixed offshore platforms are widely used. In the design of fixed offshore structures, as known, they are always attacked by severe environmental loads especially dynamic wave loads which govern the design factor of the platform. In addition, they are found sufficiently rigid to withstand environmental loads in the open sea. However, if soil stiffness under seabed is taken into account, we know that soil layers are not acting as perfectly stiff foundation. Nonlinearity of soil stiffness with its property may affect the global structural stiffness and it is a time-dependent function of total forces at pile head. Therefore, natural frequency of structure becomes nonlinear and it may increase structural response or induce resonance. For design purpose, this book will give distinctively useful ideas to professional design engineers or students who are interested in methodology for modeling of non-linear foundation system of offshore structure. It is also recommended to researchers who would like to extend the scope beyond this book as recommended in the last section.

Biografía del autor

Education: Master's degree in Engineering in field of offshore structural design and construction from Asian Institute of Technology, Thailand and Working Experience: Structural Engineer : CTCI (Thailand) Ltd. Offshore Engineer : PAPE Engineering Pte Ltd, Singapore

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  • EditorialLAP LAMBERT Academic Publishing
  • Año de publicación2011
  • ISBN 10 3844306781
  • ISBN 13 9783844306781
  • EncuadernaciónTapa blanda
  • IdiomaInglés
  • Número de páginas84
  • Contacto del fabricanteno disponible

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Nakorn Suttara
ISBN 10: 3844306781 ISBN 13: 9783844306781
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Taschenbuch. Condición: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -In historical background of oil and gas exploration industry, over years, fixed offshore platforms are widely used. In the design of fixed offshore structures, as known, they are always attacked by severe environmental loads especially dynamic wave loads which govern the design factor of the platform. In addition, they are found sufficiently rigid to withstand environmental loads in the open sea. However, if soil stiffness under seabed is taken into account, we know that soil layers are not acting as perfectly stiff foundation. Nonlinearity of soil stiffness with its property may affect the global structural stiffness and it is a time-dependent function of total forces at pile head. Therefore, natural frequency of structure becomes nonlinear and it may increase structural response or induce resonance. For design purpose, this book will give distinctively useful ideas to professional design engineers or students who are interested in methodology for modeling of non-linear foundation system of offshore structure. It is also recommended to researchers who would like to extend the scope beyond this book as recommended in the last section. 84 pp. Englisch. Nº de ref. del artículo: 9783844306781

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Nakorn Suttara
Publicado por LAP LAMBERT Academic Publishing, 2011
ISBN 10: 3844306781 ISBN 13: 9783844306781
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Condición: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Suttara NakornEducation: Master s degree in Engineering in field of offshore structural design and construction from Asian Institute of Technology, Thailand and Working Experience: Structural Engineer : CTCI (Thailand) Ltd. Offshore. Nº de ref. del artículo: 5471167

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Nakorn Suttara
Publicado por LAP LAMBERT Academic Publishing, 2011
ISBN 10: 3844306781 ISBN 13: 9783844306781
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Taschenbuch. Condición: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - In historical background of oil and gas exploration industry, over years, fixed offshore platforms are widely used. In the design of fixed offshore structures, as known, they are always attacked by severe environmental loads especially dynamic wave loads which govern the design factor of the platform. In addition, they are found sufficiently rigid to withstand environmental loads in the open sea. However, if soil stiffness under seabed is taken into account, we know that soil layers are not acting as perfectly stiff foundation. Nonlinearity of soil stiffness with its property may affect the global structural stiffness and it is a time-dependent function of total forces at pile head. Therefore, natural frequency of structure becomes nonlinear and it may increase structural response or induce resonance. For design purpose, this book will give distinctively useful ideas to professional design engineers or students who are interested in methodology for modeling of non-linear foundation system of offshore structure. It is also recommended to researchers who would like to extend the scope beyond this book as recommended in the last section. Nº de ref. del artículo: 9783844306781

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Nakorn Suttara
ISBN 10: 3844306781 ISBN 13: 9783844306781
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Taschenbuch. Condición: Neu. Neuware -In historical background of oil and gas exploration industry, over years, fixed offshore platforms are widely used. In the design of fixed offshore structures, as known, they are always attacked by severe environmental loads especially dynamic wave loads which govern the design factor of the platform. In addition, they are found sufficiently rigid to withstand environmental loads in the open sea. However, if soil stiffness under seabed is taken into account, we know that soil layers are not acting as perfectly stiff foundation. Nonlinearity of soil stiffness with its property may affect the global structural stiffness and it is a time-dependent function of total forces at pile head. Therefore, natural frequency of structure becomes nonlinear and it may increase structural response or induce resonance. For design purpose, this book will give distinctively useful ideas to professional design engineers or students who are interested in methodology for modeling of non-linear foundation system of offshore structure. It is also recommended to researchers who would like to extend the scope beyond this book as recommended in the last section.Books on Demand GmbH, Überseering 33, 22297 Hamburg 84 pp. Englisch. Nº de ref. del artículo: 9783844306781

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Suttara, Nakorn
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ISBN 10: 3844306781 ISBN 13: 9783844306781
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Paperback. Condición: Like New. Like New. book. Nº de ref. del artículo: ERICA75838443067816

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