Matches in SemOpenAlex for { <https://semopenalex.org/work/W1917405084> ?p ?o ?g. }
Showing items 1 to 85 of
85
with 100 items per page.
- W1917405084 abstract "The design of flexible earth retaining structures against seismic loading is a challenging geotechnical problem, and it is typically conducted using pseudo-static approaches, which do not adequately represent the transient loading conditions of earthquake motions. Numerical analyses of designed walls with simplified material models showed high stresses in the structure when subjected to both dynamic and pseudo-static conditions, and a very large amount of reinforcement would be required to avoid the formation of plastic hinges. On the other hand, detailed simulations with inelastic material behaviour would yield more realistic estimations of the retaining structural response and improve the efficiency of the design, at the expense of additional computational cost. In this paper, we present numerical analyses of cantilever retaining structures subjected to seismic loading conducted by means of the FE computer code DYNAFLOW. A multi-yield plasticity constitutive model with Mohr-Coulomb yield functions is adopted for the soil elements, and an elastic model for the structural components of the 2D numerical model. Absorbing elements are placed around the truncated numerical domain to avoid spurious reflections, and the input motion is prescribed by means of effective forcing functions to allow absorption of scattered waves. Results are presented in terms of accelerations, bending moments and displacements. Previous simplified analyses and pseudo-static approaches are then compared to the more realistic yet elaborate elasto-plastic simulations." @default.
- W1917405084 created "2016-06-24" @default.
- W1917405084 creator A5023900637 @default.
- W1917405084 creator A5031283211 @default.
- W1917405084 creator A5056436753 @default.
- W1917405084 date "2010-01-01" @default.
- W1917405084 modified "2023-09-27" @default.
- W1917405084 title "Numerical simulation of the performance of cantilever walls subjected to seismic loading" @default.
- W1917405084 cites W1479924184 @default.
- W1917405084 cites W1507995013 @default.
- W1917405084 cites W1510709636 @default.
- W1917405084 cites W1834505388 @default.
- W1917405084 cites W1927209778 @default.
- W1917405084 cites W1993913918 @default.
- W1917405084 cites W2011277107 @default.
- W1917405084 cites W2038574793 @default.
- W1917405084 cites W2113201982 @default.
- W1917405084 cites W2115906874 @default.
- W1917405084 cites W2914019698 @default.
- W1917405084 cites W3132845643 @default.
- W1917405084 cites W3211436254 @default.
- W1917405084 cites W986315111 @default.
- W1917405084 hasPublicationYear "2010" @default.
- W1917405084 type Work @default.
- W1917405084 sameAs 1917405084 @default.
- W1917405084 citedByCount "0" @default.
- W1917405084 crossrefType "journal-article" @default.
- W1917405084 hasAuthorship W1917405084A5023900637 @default.
- W1917405084 hasAuthorship W1917405084A5031283211 @default.
- W1917405084 hasAuthorship W1917405084A5056436753 @default.
- W1917405084 hasConcept C119857082 @default.
- W1917405084 hasConcept C127413603 @default.
- W1917405084 hasConcept C134121241 @default.
- W1917405084 hasConcept C141354745 @default.
- W1917405084 hasConcept C187320778 @default.
- W1917405084 hasConcept C191897082 @default.
- W1917405084 hasConcept C192562407 @default.
- W1917405084 hasConcept C2776639496 @default.
- W1917405084 hasConcept C41008148 @default.
- W1917405084 hasConcept C44000306 @default.
- W1917405084 hasConcept C44154836 @default.
- W1917405084 hasConcept C500300565 @default.
- W1917405084 hasConcept C66938386 @default.
- W1917405084 hasConcept C97256817 @default.
- W1917405084 hasConceptScore W1917405084C119857082 @default.
- W1917405084 hasConceptScore W1917405084C127413603 @default.
- W1917405084 hasConceptScore W1917405084C134121241 @default.
- W1917405084 hasConceptScore W1917405084C141354745 @default.
- W1917405084 hasConceptScore W1917405084C187320778 @default.
- W1917405084 hasConceptScore W1917405084C191897082 @default.
- W1917405084 hasConceptScore W1917405084C192562407 @default.
- W1917405084 hasConceptScore W1917405084C2776639496 @default.
- W1917405084 hasConceptScore W1917405084C41008148 @default.
- W1917405084 hasConceptScore W1917405084C44000306 @default.
- W1917405084 hasConceptScore W1917405084C44154836 @default.
- W1917405084 hasConceptScore W1917405084C500300565 @default.
- W1917405084 hasConceptScore W1917405084C66938386 @default.
- W1917405084 hasConceptScore W1917405084C97256817 @default.
- W1917405084 hasLocation W19174050841 @default.
- W1917405084 hasOpenAccess W1917405084 @default.
- W1917405084 hasPrimaryLocation W19174050841 @default.
- W1917405084 hasRelatedWork W1857885561 @default.
- W1917405084 hasRelatedWork W199547195 @default.
- W1917405084 hasRelatedWork W2005230760 @default.
- W1917405084 hasRelatedWork W2040533143 @default.
- W1917405084 hasRelatedWork W2070840369 @default.
- W1917405084 hasRelatedWork W2104060903 @default.
- W1917405084 hasRelatedWork W2321023567 @default.
- W1917405084 hasRelatedWork W2410819827 @default.
- W1917405084 hasRelatedWork W2551460250 @default.
- W1917405084 hasRelatedWork W2699502835 @default.
- W1917405084 hasRelatedWork W2887217260 @default.
- W1917405084 hasRelatedWork W2912127972 @default.
- W1917405084 hasRelatedWork W3020340555 @default.
- W1917405084 hasRelatedWork W3031883469 @default.
- W1917405084 hasRelatedWork W3170425701 @default.
- W1917405084 hasRelatedWork W3174335729 @default.
- W1917405084 hasRelatedWork W3207984492 @default.
- W1917405084 hasRelatedWork W630358267 @default.
- W1917405084 hasRelatedWork W306080728 @default.
- W1917405084 hasRelatedWork W3142671735 @default.
- W1917405084 isParatext "false" @default.
- W1917405084 isRetracted "false" @default.
- W1917405084 magId "1917405084" @default.
- W1917405084 workType "article" @default.