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- W2388579631 abstract "Three-dimensional finite element numerical model has been built according to design dimension of bucket foundation platform,considering platform board,conductor pipe shelf and bucket foundation well contact each other.And the dynamic character of soft clay foundation has been simulated with spring-damp system considering the interaction of bucket and soft clay foundation as well as superstructure.Natural vibration character has been determined without regard for external force action.Further,the displacement response of platform board and conductor pipe shelf as well as bucket foundation has been analyzed carrying in acceleration temporal curves of TINJING waves.Several conclusions can be obtained.Different component of platform structure has different displacement temporal response along X direction.The displacement response of platform board angular point is obvious and the maximum displacement along X direction is 10cm.At the same time,the displacement response along Y direction of platform board and conductor pipe shelf as well as bucket foundation has a good concordance.Furthermore,the maximum displacement along Y direction of different component of platform structure is all less than 1cm." @default.
- W2388579631 created "2016-06-24" @default.
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- W2388579631 date "2007-01-01" @default.
- W2388579631 modified "2023-09-23" @default.
- W2388579631 title "ANALYSIS OF SEISMIC RESPONSE FOR BUCKET FOUNDATION PLATFORM ON DAGANG SOFT CLAY" @default.
- W2388579631 hasPublicationYear "2007" @default.
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