FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W2103995780> ?p ?o ?g. }

• W2103995780 endingPage "2876" @default.
• W2103995780 startingPage "2860" @default.
• W2103995780 abstract "SUMMARY The dynamic response of an end bearing pile embedded in a linear visco‐elastic soil layer with hysteretic type damping is theoretically investigated when the pile is subjected to a time‐harmonic vertical loading at the pile top. The soil is modeled as a three‐dimensional axisymmetric continuum in which both its radial and vertical displacements are taken into account. The pile is assumed to be vertical, elastic and of uniform circular cross section. By using two potential functions to decompose the displacements of the soil layer and utilizing the separation of variables technique, the dynamic equilibrium equation is uncoupled and solved. At the interface of soil‐pile system, the boundary conditions of displacement continuity and force equilibrium are invoked to derive a closed‐form solution of the vertical dynamic response of the pile in frequency domain. The corresponding inverted solutions in time domain for the velocity response of a pile subjected to a semi‐sine excitation force applied at the pile top are obtained by means of inverse Fourier transform and the convolution theorem. A comparison with two other simplified solutions has been performed to verify the more rigorous solutions presented in this paper. Using the developed solutions, a parametric study has also been conducted to investigate the influence of the major parameters of the soil‐pile system on the vertical vibration characteristics of the pile. Copyright © 2013 John Wiley & Sons, Ltd." @default.
• W2103995780 created "2016-06-24" @default.
• W2103995780 creator A5016115116 @default.
• W2103995780 creator A5029341852 @default.
• W2103995780 creator A5076187208 @default.
• W2103995780 creator A5088944250 @default.
• W2103995780 date "2013-01-07" @default.
• W2103995780 modified "2023-10-18" @default.
• W2103995780 title "Soil-pile interaction in the pile vertical vibration considering true three-dimensional wave effect of soil" @default.
• W2103995780 cites W1553731442 @default.
• W2103995780 cites W1931815589 @default.
• W2103995780 cites W1963780800 @default.
• W2103995780 cites W1971853034 @default.
• W2103995780 cites W1984942404 @default.
• W2103995780 cites W2007968233 @default.
• W2103995780 cites W2023189407 @default.
• W2103995780 cites W2032630652 @default.
• W2103995780 cites W2038211032 @default.
• W2103995780 cites W2039558345 @default.
• W2103995780 cites W2041110448 @default.
• W2103995780 cites W2046561075 @default.
• W2103995780 cites W2047029175 @default.
• W2103995780 cites W2047051112 @default.
• W2103995780 cites W2053606199 @default.
• W2103995780 cites W2054715404 @default.
• W2103995780 cites W2071288466 @default.
• W2103995780 cites W2078751655 @default.
• W2103995780 cites W2123241000 @default.
• W2103995780 cites W2129555114 @default.
• W2103995780 cites W4213159641 @default.
• W2103995780 cites W4285014199 @default.
• W2103995780 doi "https://doi.org/10.1002/nag.2164" @default.
• W2103995780 hasPublicationYear "2013" @default.
• W2103995780 type Work @default.
• W2103995780 sameAs 2103995780 @default.
• W2103995780 citedByCount "91" @default.
• W2103995780 countsByYear W21039957802014 @default.
• W2103995780 countsByYear W21039957802015 @default.
• W2103995780 countsByYear W21039957802016 @default.
• W2103995780 countsByYear W21039957802017 @default.
• W2103995780 countsByYear W21039957802018 @default.
• W2103995780 countsByYear W21039957802019 @default.
• W2103995780 countsByYear W21039957802020 @default.
• W2103995780 countsByYear W21039957802021 @default.
• W2103995780 countsByYear W21039957802022 @default.
• W2103995780 countsByYear W21039957802023 @default.
• W2103995780 crossrefType "journal-article" @default.
• W2103995780 hasAuthorship W2103995780A5016115116 @default.
• W2103995780 hasAuthorship W2103995780A5029341852 @default.
• W2103995780 hasAuthorship W2103995780A5076187208 @default.
• W2103995780 hasAuthorship W2103995780A5088944250 @default.
• W2103995780 hasBestOaLocation W21039957801 @default.
• W2103995780 hasConcept C103824480 @default.
• W2103995780 hasConcept C105795698 @default.
• W2103995780 hasConcept C117251300 @default.
• W2103995780 hasConcept C119560385 @default.
• W2103995780 hasConcept C121332964 @default.
• W2103995780 hasConcept C127413603 @default.
• W2103995780 hasConcept C127934551 @default.
• W2103995780 hasConcept C134306372 @default.
• W2103995780 hasConcept C182310444 @default.
• W2103995780 hasConcept C187320778 @default.
• W2103995780 hasConcept C19118579 @default.
• W2103995780 hasConcept C198394728 @default.
• W2103995780 hasConcept C24890656 @default.
• W2103995780 hasConcept C31972630 @default.
• W2103995780 hasConcept C33923547 @default.
• W2103995780 hasConcept C41008148 @default.
• W2103995780 hasConcept C57879066 @default.
• W2103995780 hasConcept C66938386 @default.
• W2103995780 hasConceptScore W2103995780C103824480 @default.
• W2103995780 hasConceptScore W2103995780C105795698 @default.
• W2103995780 hasConceptScore W2103995780C117251300 @default.
• W2103995780 hasConceptScore W2103995780C119560385 @default.
• W2103995780 hasConceptScore W2103995780C121332964 @default.
• W2103995780 hasConceptScore W2103995780C127413603 @default.
• W2103995780 hasConceptScore W2103995780C127934551 @default.
• W2103995780 hasConceptScore W2103995780C134306372 @default.
• W2103995780 hasConceptScore W2103995780C182310444 @default.
• W2103995780 hasConceptScore W2103995780C187320778 @default.
• W2103995780 hasConceptScore W2103995780C19118579 @default.
• W2103995780 hasConceptScore W2103995780C198394728 @default.
• W2103995780 hasConceptScore W2103995780C24890656 @default.
• W2103995780 hasConceptScore W2103995780C31972630 @default.
• W2103995780 hasConceptScore W2103995780C33923547 @default.
• W2103995780 hasConceptScore W2103995780C41008148 @default.
• W2103995780 hasConceptScore W2103995780C57879066 @default.
• W2103995780 hasConceptScore W2103995780C66938386 @default.
• W2103995780 hasFunder F4320321001 @default.
• W2103995780 hasFunder F4320321543 @default.
• W2103995780 hasIssue "17" @default.
• W2103995780 hasLocation W21039957801 @default.
• W2103995780 hasOpenAccess W2103995780 @default.
• W2103995780 hasPrimaryLocation W21039957801 @default.
• W2103995780 hasRelatedWork W1642462315 @default.
• W2103995780 hasRelatedWork W1895367623 @default.
• W2103995780 hasRelatedWork W1970292246 @default.
• W2103995780 hasRelatedWork W2005619368 @default.

• next