Matches in SemOpenAlex for { <https://semopenalex.org/work/W3008402819> ?p ?o ?g. }
Showing items 1 to 63 of
63
with 100 items per page.
- W3008402819 endingPage "805" @default.
- W3008402819 startingPage "796" @default.
- W3008402819 abstract "This study is aimed to provide a structural dynamic analysis of embankment dams using numerical methods. The dynamic analyses are performed based on the time histories by applying accelerogram of several real earthquakes. For a dynamic analysis, it is initially performed a comprehensive study of the characteristics and coordinates of the earthquake accelerograms. The numerical analysis method is established on the comparison of the results of the numerical finite difference (FDM) and finite element (FEM) methods. This paper constitutes two-dimensional numerical plane-strain dynamic analyses in time domain. The focus of this research is to examine the amplified impacts of accelerations and the lateral (horizontal) and vertical (settlement) displacements due to earthquake loading. All the models are undergone the static analysis, followed by dynamic analysis, and after the initial static equilibrium, they are placed under dynamic loading. It is presented a case study on Jamishan Embankment Dam in Kermanshah Province, Iran. The analytical results indicate that there is a good agreement between both numerical methods; however, there are some rare cases with contradictory results, majorly due to the slight differences of fundamental calculations or the definitions of damping ratio and boundary conditions in both numerical methods. Nevertheless, the results illustrate that the free board height of the Jamishan Dam determined by the consultant engineer is responsive to the most critical conditions and prevents the water overflow from the dam in case of strong vibrations." @default.
- W3008402819 created "2020-03-06" @default.
- W3008402819 creator A5033374886 @default.
- W3008402819 creator A5046415708 @default.
- W3008402819 date "2015-06-28" @default.
- W3008402819 modified "2023-10-18" @default.
- W3008402819 title "The Structural Dynamic Analysis of Embankment Dams Using Finite Difference and Finite Element Methods" @default.
- W3008402819 cites W2062156211 @default.
- W3008402819 cites W2479462560 @default.
- W3008402819 doi "https://doi.org/10.12944/cwe.10.special-issue1.96" @default.
- W3008402819 hasPublicationYear "2015" @default.
- W3008402819 type Work @default.
- W3008402819 sameAs 3008402819 @default.
- W3008402819 citedByCount "0" @default.
- W3008402819 crossrefType "journal-article" @default.
- W3008402819 hasAuthorship W3008402819A5033374886 @default.
- W3008402819 hasAuthorship W3008402819A5046415708 @default.
- W3008402819 hasBestOaLocation W30084028191 @default.
- W3008402819 hasConcept C115038398 @default.
- W3008402819 hasConcept C127313418 @default.
- W3008402819 hasConcept C127413603 @default.
- W3008402819 hasConcept C135628077 @default.
- W3008402819 hasConcept C187320778 @default.
- W3008402819 hasConcept C39432304 @default.
- W3008402819 hasConcept C66938386 @default.
- W3008402819 hasConceptScore W3008402819C115038398 @default.
- W3008402819 hasConceptScore W3008402819C127313418 @default.
- W3008402819 hasConceptScore W3008402819C127413603 @default.
- W3008402819 hasConceptScore W3008402819C135628077 @default.
- W3008402819 hasConceptScore W3008402819C187320778 @default.
- W3008402819 hasConceptScore W3008402819C39432304 @default.
- W3008402819 hasConceptScore W3008402819C66938386 @default.
- W3008402819 hasIssue "Special-Issue1" @default.
- W3008402819 hasLocation W30084028191 @default.
- W3008402819 hasOpenAccess W3008402819 @default.
- W3008402819 hasPrimaryLocation W30084028191 @default.
- W3008402819 hasRelatedWork W1594626353 @default.
- W3008402819 hasRelatedWork W1972638137 @default.
- W3008402819 hasRelatedWork W1973996552 @default.
- W3008402819 hasRelatedWork W1975715097 @default.
- W3008402819 hasRelatedWork W2019575644 @default.
- W3008402819 hasRelatedWork W2059538136 @default.
- W3008402819 hasRelatedWork W2062594424 @default.
- W3008402819 hasRelatedWork W2215565993 @default.
- W3008402819 hasRelatedWork W2366697558 @default.
- W3008402819 hasRelatedWork W2376523140 @default.
- W3008402819 hasRelatedWork W2380631155 @default.
- W3008402819 hasRelatedWork W2476305463 @default.
- W3008402819 hasRelatedWork W2593372597 @default.
- W3008402819 hasRelatedWork W2594612195 @default.
- W3008402819 hasRelatedWork W2618611120 @default.
- W3008402819 hasRelatedWork W2894894929 @default.
- W3008402819 hasRelatedWork W2927737512 @default.
- W3008402819 hasRelatedWork W3003183072 @default.
- W3008402819 hasRelatedWork W3005637866 @default.
- W3008402819 hasRelatedWork W3171894221 @default.
- W3008402819 hasVolume "10" @default.
- W3008402819 isParatext "false" @default.
- W3008402819 isRetracted "false" @default.
- W3008402819 magId "3008402819" @default.
- W3008402819 workType "article" @default.