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Dynamic analysis of piles and pile groups embedded in homogeneous soils



Dynamic analysis of piles and pile groups embedded in homogeneous soils



Earthquake Engineering and Structural Dynamics 13(1): 53-65



A boundary element formulation for the dynamic analysis of axially and laterally loaded single piles and pile groups is presented. The piles are represented by compressible beam-column elements and the soil as a hysteretic elastic half-space. The governing equations of motion for the pile domain have been solved exactly for distributed periodic loading intensities. These solutions are then coupled with a numerical solution for the motion of the soil domain by satisfying equilibrium and compatibility at the pile-soil interface. The results obtained from the analysis compare favorably with those from alternative analyses, e.g. finite element, but at greatly reduced computational costs.--Journal abstract.

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Accession: 018777117

Download citation: RISBibTeXText

DOI: 10.1002/eqe.4290130107


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