Matches in SemOpenAlex for { <https://semopenalex.org/work/W2316938963> ?p ?o ?g. }
Showing items 1 to 79 of
79
with 100 items per page.
- W2316938963 abstract "In this paper, a boundary element method is developed for the nonlinear dynamic analysis of piles of arbitrary doubly symmetric simply or multiply connected constant cross section, partially embedded in viscoelastic foundations, undergoing moderate large deflections under general boundary conditions, taking into account the effects of shear deformation and rotary inertia. The pile is subjected to the combined action of arbitrarily distributed or concentrated transverse loading and bending moments in both directions as well as to axial loading. To account for shear deformations, the concept of shear deformation coefficients is used. Five boundary value problems are formulated with respect to the transverse displacements, to the axial displacement and to two stress functions and solved using the Analog Equation Method, a BEM based method. Application of the boundary element technique yields a nonlinear coupled system of equations of motion. The solution of this system is accomplished iteratively by employing the average acceleration method in combination with the modified Newton Raphson method. The evaluation of the shear deformation coefficients is accomplished from the aforementioned stress functions using only boundary integration. The proposed model takes into account the coupling effects of bending and shear deformations along the member as well as the shear forces along the span induced by the applied axial loading. Numerical examples are worked out to illustrate the efficiency, wherever possible the accuracy and the range of applications of the developed method." @default.
- W2316938963 created "2016-06-24" @default.
- W2316938963 creator A5068893320 @default.
- W2316938963 creator A5073871480 @default.
- W2316938963 date "2011-09-07" @default.
- W2316938963 modified "2023-09-25" @default.
- W2316938963 title "Nonlinear vibrations of piles in viscoelastic foundations" @default.
- W2316938963 cites W1496738390 @default.
- W2316938963 cites W1591175830 @default.
- W2316938963 cites W1974718511 @default.
- W2316938963 cites W1993058796 @default.
- W2316938963 cites W1994822844 @default.
- W2316938963 cites W2000660435 @default.
- W2316938963 cites W2020388213 @default.
- W2316938963 cites W2037127091 @default.
- W2316938963 cites W2042330938 @default.
- W2316938963 cites W2044077499 @default.
- W2316938963 cites W2047051112 @default.
- W2316938963 cites W2054511580 @default.
- W2316938963 cites W2064428145 @default.
- W2316938963 cites W2076413140 @default.
- W2316938963 cites W2083986097 @default.
- W2316938963 cites W2094812329 @default.
- W2316938963 cites W2112865442 @default.
- W2316938963 doi "https://doi.org/10.2495/eres110131" @default.
- W2316938963 hasPublicationYear "2011" @default.
- W2316938963 type Work @default.
- W2316938963 sameAs 2316938963 @default.
- W2316938963 citedByCount "1" @default.
- W2316938963 countsByYear W23169389632016 @default.
- W2316938963 crossrefType "proceedings-article" @default.
- W2316938963 hasAuthorship W2316938963A5068893320 @default.
- W2316938963 hasAuthorship W2316938963A5073871480 @default.
- W2316938963 hasBestOaLocation W23169389631 @default.
- W2316938963 hasConcept C119560385 @default.
- W2316938963 hasConcept C121332964 @default.
- W2316938963 hasConcept C127313418 @default.
- W2316938963 hasConcept C127413603 @default.
- W2316938963 hasConcept C158622935 @default.
- W2316938963 hasConcept C159985019 @default.
- W2316938963 hasConcept C186541917 @default.
- W2316938963 hasConcept C187320778 @default.
- W2316938963 hasConcept C192562407 @default.
- W2316938963 hasConcept C198394728 @default.
- W2316938963 hasConcept C24890656 @default.
- W2316938963 hasConcept C41008148 @default.
- W2316938963 hasConcept C62520636 @default.
- W2316938963 hasConcept C66938386 @default.
- W2316938963 hasConceptScore W2316938963C119560385 @default.
- W2316938963 hasConceptScore W2316938963C121332964 @default.
- W2316938963 hasConceptScore W2316938963C127313418 @default.
- W2316938963 hasConceptScore W2316938963C127413603 @default.
- W2316938963 hasConceptScore W2316938963C158622935 @default.
- W2316938963 hasConceptScore W2316938963C159985019 @default.
- W2316938963 hasConceptScore W2316938963C186541917 @default.
- W2316938963 hasConceptScore W2316938963C187320778 @default.
- W2316938963 hasConceptScore W2316938963C192562407 @default.
- W2316938963 hasConceptScore W2316938963C198394728 @default.
- W2316938963 hasConceptScore W2316938963C24890656 @default.
- W2316938963 hasConceptScore W2316938963C41008148 @default.
- W2316938963 hasConceptScore W2316938963C62520636 @default.
- W2316938963 hasConceptScore W2316938963C66938386 @default.
- W2316938963 hasLocation W23169389631 @default.
- W2316938963 hasOpenAccess W2316938963 @default.
- W2316938963 hasPrimaryLocation W23169389631 @default.
- W2316938963 hasRelatedWork W2354267344 @default.
- W2316938963 hasRelatedWork W2362100390 @default.
- W2316938963 hasRelatedWork W2373451470 @default.
- W2316938963 hasRelatedWork W2376562105 @default.
- W2316938963 hasRelatedWork W2386487734 @default.
- W2316938963 hasRelatedWork W2388918798 @default.
- W2316938963 hasRelatedWork W2899084033 @default.
- W2316938963 hasRelatedWork W3028015498 @default.
- W2316938963 hasRelatedWork W4293567888 @default.
- W2316938963 hasRelatedWork W4306874542 @default.
- W2316938963 isParatext "false" @default.
- W2316938963 isRetracted "false" @default.
- W2316938963 magId "2316938963" @default.
- W2316938963 workType "article" @default.