| Analysis of Dynamic Stability of Ocean Gravity Structure Foundations |
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| 作者单位： | He Guangna and Cao Yalin
Professor，Dalian University of Technology，Dalian 116024 .
Former Postgruate Student，Dalian University of Technology，Dalian 116024 |
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| 摘 要： | Based on unified equivalent harmonic loading on seabed foundation and energy approach suggested by the authors, the development of dynamic pore water pressure and stability of soil foundation for the vibration of ocean gravity structures excited by random wave loading are analysed. It may be seen that the present method for the study of dynamic problems of ocean gravity structure soil foundations is more reasonable and convenient.
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Analysis of Dynamic Stability of Ocean Gravity Structure Foundations |
| |
| Authors: | He Guangna and Cao Yalin
Professor Dalian University of Technology Dalian
Former Postgruate Student Dalian University of Technology Dalian |
| |
| Institution: | He Guangna and Cao Yalin
Professor,Dalian University of Technology,Dalian 116024 .
Former Postgruate Student,Dalian University of Technology,Dalian 116024 |
| |
| Abstract: | Based on unified equivalent harmonic loading on seabed foundation and energy approach suggested by the authors, the development of dynamic pore water pressure and stability of soil foundation for the vibration of ocean gravity structures excited by random wave loading are analysed. It may be seen that the present method for the study of dynamic problems of ocean gravity structure soil foundations is more reasonable and convenient. |
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| Keywords: | ocean gravity structure foundation dynamic pore water pressure dynamic stability unified equi- valent harmonic loading energy approach |
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