Matches in SemOpenAlex for { <https://semopenalex.org/work/W2024234802> ?p ?o ?g. }
Showing items 1 to 66 of
66
with 100 items per page.
- W2024234802 endingPage "50" @default.
- W2024234802 startingPage "41" @default.
- W2024234802 abstract "Finite Element (FE) pseudo-static analysis can provide a good compromise between simplified methods of dynamic analysis and time domain analysis. The pseudo-static FE approach can accurately model the in situ, stresses prior to seismic loading (when it follows a static analysis simulating the construction sequence) is relatively simple and not as computationally expensive as the time domain approach. However this method should be used with caution as the results can be sensitive to the choice of the mesh dimensions. In this paper two simple examples of pseudo-static finite element analysis are examined parametrically, a homogeneous slope and a cantilever retaining wall, exploring the sensitivity of the pseudo-static analysis results on the adopted mesh size. The mesh dependence was found to be more pronounced for problems with high critical seismic coefficients values (e.g. gentle slopes or small walls), as in these cases a generalised layer failure mechanism is developed simultaneously with the slope or wall mechanism. In general the mesh width was found not to affect notably the predicted value of critical seismic coefficient but to have a major impact on the predicted movements." @default.
- W2024234802 created "2016-06-24" @default.
- W2024234802 creator A5006172484 @default.
- W2024234802 creator A5061330097 @default.
- W2024234802 creator A5083229763 @default.
- W2024234802 date "2013-03-01" @default.
- W2024234802 modified "2023-09-26" @default.
- W2024234802 title "An important pitfall of pseudo-static finite element analysis" @default.
- W2024234802 cites W1996013996 @default.
- W2024234802 cites W2046419021 @default.
- W2024234802 cites W2069808702 @default.
- W2024234802 cites W2078161649 @default.
- W2024234802 cites W2085860354 @default.
- W2024234802 cites W2167243463 @default.
- W2024234802 doi "https://doi.org/10.1016/j.compgeo.2012.09.003" @default.
- W2024234802 hasPublicationYear "2013" @default.
- W2024234802 type Work @default.
- W2024234802 sameAs 2024234802 @default.
- W2024234802 citedByCount "16" @default.
- W2024234802 countsByYear W20242348022014 @default.
- W2024234802 countsByYear W20242348022018 @default.
- W2024234802 countsByYear W20242348022019 @default.
- W2024234802 countsByYear W20242348022020 @default.
- W2024234802 countsByYear W20242348022021 @default.
- W2024234802 countsByYear W20242348022022 @default.
- W2024234802 countsByYear W20242348022023 @default.
- W2024234802 crossrefType "journal-article" @default.
- W2024234802 hasAuthorship W2024234802A5006172484 @default.
- W2024234802 hasAuthorship W2024234802A5061330097 @default.
- W2024234802 hasAuthorship W2024234802A5083229763 @default.
- W2024234802 hasBestOaLocation W20242348022 @default.
- W2024234802 hasConcept C127313418 @default.
- W2024234802 hasConcept C127413603 @default.
- W2024234802 hasConcept C135628077 @default.
- W2024234802 hasConcept C33923547 @default.
- W2024234802 hasConcept C41008148 @default.
- W2024234802 hasConcept C66938386 @default.
- W2024234802 hasConcept C97686452 @default.
- W2024234802 hasConceptScore W2024234802C127313418 @default.
- W2024234802 hasConceptScore W2024234802C127413603 @default.
- W2024234802 hasConceptScore W2024234802C135628077 @default.
- W2024234802 hasConceptScore W2024234802C33923547 @default.
- W2024234802 hasConceptScore W2024234802C41008148 @default.
- W2024234802 hasConceptScore W2024234802C66938386 @default.
- W2024234802 hasConceptScore W2024234802C97686452 @default.
- W2024234802 hasLocation W20242348021 @default.
- W2024234802 hasLocation W20242348022 @default.
- W2024234802 hasOpenAccess W2024234802 @default.
- W2024234802 hasPrimaryLocation W20242348021 @default.
- W2024234802 hasRelatedWork W1965310576 @default.
- W2024234802 hasRelatedWork W2362069018 @default.
- W2024234802 hasRelatedWork W2365863219 @default.
- W2024234802 hasRelatedWork W2368472916 @default.
- W2024234802 hasRelatedWork W2372548342 @default.
- W2024234802 hasRelatedWork W2383350556 @default.
- W2024234802 hasRelatedWork W2384585206 @default.
- W2024234802 hasRelatedWork W2385646701 @default.
- W2024234802 hasRelatedWork W3141325884 @default.
- W2024234802 hasRelatedWork W3174672817 @default.
- W2024234802 hasVolume "48" @default.
- W2024234802 isParatext "false" @default.
- W2024234802 isRetracted "false" @default.
- W2024234802 magId "2024234802" @default.
- W2024234802 workType "article" @default.