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A platform for research: civil engineering, architecture and urbanism
Dynamic Response and Internal Force of Partially Embedded Single Pile with Distributed Loads
Dynamic characteristics of pile under distributed loads have aroused strong attention in the engineering field. Based on the Winkler beam model, transfer matrix method is used to build lateral vibration model for the partially embedded single pile with distributed loads. The method for solving pile deformation and internal force is shown. The influence to deformation and internal forces of partially embedded pile by load form is analyzed.
Dynamic Response and Internal Force of Partially Embedded Single Pile with Distributed Loads
Dynamic characteristics of pile under distributed loads have aroused strong attention in the engineering field. Based on the Winkler beam model, transfer matrix method is used to build lateral vibration model for the partially embedded single pile with distributed loads. The method for solving pile deformation and internal force is shown. The influence to deformation and internal forces of partially embedded pile by load form is analyzed.
Dynamic Response and Internal Force of Partially Embedded Single Pile with Distributed Loads
Applied Mechanics and Materials ; 353-356 ; 324-328
2013-08-08
5 pages
Article (Journal)
Electronic Resource
English
Dynamic Response and Internal Force of Partially Embedded Single Pile with Distributed Loads
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