Matches in SemOpenAlex for { <https://semopenalex.org/work/W2579366185> ?p ?o ?g. }
Showing items 1 to 97 of
97
with 100 items per page.
- W2579366185 abstract "The failure of pile foundations in recent strong earthquakes showed that the current analysis and design method of pile foundation need improvement. In strong earthquakes, the mechanical behavior of the pile foundations, the surrounding soil and the structure are completely nonlinear. Considerations of their nonlinearities are important in improving the analysis method. In recent years, the nonlinearity of the soil and the piles have become inevitable in the analysis of pile foundations. However, the nonlinearity of the structure is simplified. In this paper, a section of an elevated bridge supported by a 3 × 3 group-pile foundation in model scale is considered. 1g shaking table test and three-dimensional nonlinear dynamic finite element method (FEM) are conducted to investigate the seismic behavior of the mentioned model. In the numerical analysis, a FEM program called DBLEAVES is used. In the numerical modeling, the soil, the piles and the structure are modeled by nonlinear constitutive equations. The purpose of this study is to confirm the accuracy of the mentioned nonlinear analysis method by the 1g shaking table test. The recorded data of the shaking table test are reproduced qualitatively and quantitatively by the numerical test. This implies that the discussed numerical method is a comprehensive tool. Applicability of the method is to study the seismic behavior of piles with a high accuracy. Study of reinforcing of existing piles with the ground improvement is its other applicability." @default.
- W2579366185 created "2017-01-26" @default.
- W2579366185 creator A5013707604 @default.
- W2579366185 creator A5014578175 @default.
- W2579366185 creator A5029334235 @default.
- W2579366185 creator A5062115224 @default.
- W2579366185 date "2017-01-01" @default.
- W2579366185 modified "2023-09-27" @default.
- W2579366185 title "Numerical Analysis of Seismic Soil-Pile-Structure Interaction in Soft Soil with Strong Nonlinearity and Its Validation by 1g Shaking Table Test" @default.
- W2579366185 cites W1978804069 @default.
- W2579366185 cites W1985319289 @default.
- W2579366185 cites W1990020864 @default.
- W2579366185 cites W2011896911 @default.
- W2579366185 cites W2080425921 @default.
- W2579366185 cites W2086527517 @default.
- W2579366185 cites W2150316898 @default.
- W2579366185 cites W2327589772 @default.
- W2579366185 cites W2338303242 @default.
- W2579366185 doi "https://doi.org/10.1007/978-3-319-52773-4_51" @default.
- W2579366185 hasPublicationYear "2017" @default.
- W2579366185 type Work @default.
- W2579366185 sameAs 2579366185 @default.
- W2579366185 citedByCount "2" @default.
- W2579366185 countsByYear W25793661852018 @default.
- W2579366185 countsByYear W25793661852019 @default.
- W2579366185 crossrefType "book-chapter" @default.
- W2579366185 hasAuthorship W2579366185A5013707604 @default.
- W2579366185 hasAuthorship W2579366185A5014578175 @default.
- W2579366185 hasAuthorship W2579366185A5029334235 @default.
- W2579366185 hasAuthorship W2579366185A5062115224 @default.
- W2579366185 hasConcept C100776233 @default.
- W2579366185 hasConcept C119560385 @default.
- W2579366185 hasConcept C121332964 @default.
- W2579366185 hasConcept C126322002 @default.
- W2579366185 hasConcept C127313418 @default.
- W2579366185 hasConcept C127413603 @default.
- W2579366185 hasConcept C134306372 @default.
- W2579366185 hasConcept C135628077 @default.
- W2579366185 hasConcept C149007308 @default.
- W2579366185 hasConcept C158622935 @default.
- W2579366185 hasConcept C17744445 @default.
- W2579366185 hasConcept C187320778 @default.
- W2579366185 hasConcept C199539241 @default.
- W2579366185 hasConcept C2779622475 @default.
- W2579366185 hasConcept C2780966255 @default.
- W2579366185 hasConcept C33923547 @default.
- W2579366185 hasConcept C48753275 @default.
- W2579366185 hasConcept C62520636 @default.
- W2579366185 hasConcept C66938386 @default.
- W2579366185 hasConcept C71924100 @default.
- W2579366185 hasConceptScore W2579366185C100776233 @default.
- W2579366185 hasConceptScore W2579366185C119560385 @default.
- W2579366185 hasConceptScore W2579366185C121332964 @default.
- W2579366185 hasConceptScore W2579366185C126322002 @default.
- W2579366185 hasConceptScore W2579366185C127313418 @default.
- W2579366185 hasConceptScore W2579366185C127413603 @default.
- W2579366185 hasConceptScore W2579366185C134306372 @default.
- W2579366185 hasConceptScore W2579366185C135628077 @default.
- W2579366185 hasConceptScore W2579366185C149007308 @default.
- W2579366185 hasConceptScore W2579366185C158622935 @default.
- W2579366185 hasConceptScore W2579366185C17744445 @default.
- W2579366185 hasConceptScore W2579366185C187320778 @default.
- W2579366185 hasConceptScore W2579366185C199539241 @default.
- W2579366185 hasConceptScore W2579366185C2779622475 @default.
- W2579366185 hasConceptScore W2579366185C2780966255 @default.
- W2579366185 hasConceptScore W2579366185C33923547 @default.
- W2579366185 hasConceptScore W2579366185C48753275 @default.
- W2579366185 hasConceptScore W2579366185C62520636 @default.
- W2579366185 hasConceptScore W2579366185C66938386 @default.
- W2579366185 hasConceptScore W2579366185C71924100 @default.
- W2579366185 hasLocation W25793661851 @default.
- W2579366185 hasOpenAccess W2579366185 @default.
- W2579366185 hasPrimaryLocation W25793661851 @default.
- W2579366185 hasRelatedWork W2006048418 @default.
- W2579366185 hasRelatedWork W2006352605 @default.
- W2579366185 hasRelatedWork W2024024620 @default.
- W2579366185 hasRelatedWork W2030101890 @default.
- W2579366185 hasRelatedWork W2048933595 @default.
- W2579366185 hasRelatedWork W2068051238 @default.
- W2579366185 hasRelatedWork W2122045476 @default.
- W2579366185 hasRelatedWork W2133996649 @default.
- W2579366185 hasRelatedWork W2184284802 @default.
- W2579366185 hasRelatedWork W2185035194 @default.
- W2579366185 hasRelatedWork W2303592830 @default.
- W2579366185 hasRelatedWork W2325065519 @default.
- W2579366185 hasRelatedWork W2362278130 @default.
- W2579366185 hasRelatedWork W2372292646 @default.
- W2579366185 hasRelatedWork W2387415853 @default.
- W2579366185 hasRelatedWork W2600716382 @default.
- W2579366185 hasRelatedWork W3137832186 @default.
- W2579366185 hasRelatedWork W3201132365 @default.
- W2579366185 hasRelatedWork W589601204 @default.
- W2579366185 hasRelatedWork W991382181 @default.
- W2579366185 isParatext "false" @default.
- W2579366185 isRetracted "false" @default.
- W2579366185 magId "2579366185" @default.
- W2579366185 workType "book-chapter" @default.