Matches in SemOpenAlex for { <https://semopenalex.org/work/W2183506376> ?p ?o ?g. }
Showing items 1 to 64 of
64
with 100 items per page.
- W2183506376 endingPage "1656" @default.
- W2183506376 startingPage "1651" @default.
- W2183506376 abstract "The failure behavior of reinforced rammed earth walls is analyzed numerically for the case where rammed earth walls are subjected to in-plane horizontal loading. The effect of vertical compressive prestress is in particular investigated and analysis results are compared with test data in order to clarify the effective reinforcing method to resist earthquakes. The numerical simulation method used in this study is a combination of deformable plane elements and linkage elements in order to represent the brittle characteristics of rammed earth structures." @default.
- W2183506376 created "2016-06-24" @default.
- W2183506376 creator A5015657798 @default.
- W2183506376 creator A5050720985 @default.
- W2183506376 date "2008-01-01" @default.
- W2183506376 modified "2023-09-28" @default.
- W2183506376 title "FAILURE BEHAVIOR OF REINFORCED RAMMED EARTH WALLS SUBJECTED TO IN-PLANE HORIZONTAL LOADING" @default.
- W2183506376 cites W2074724083 @default.
- W2183506376 cites W2094702712 @default.
- W2183506376 cites W2259445200 @default.
- W2183506376 hasPublicationYear "2008" @default.
- W2183506376 type Work @default.
- W2183506376 sameAs 2183506376 @default.
- W2183506376 citedByCount "0" @default.
- W2183506376 crossrefType "journal-article" @default.
- W2183506376 hasAuthorship W2183506376A5015657798 @default.
- W2183506376 hasAuthorship W2183506376A5050720985 @default.
- W2183506376 hasConcept C127313418 @default.
- W2183506376 hasConcept C127413603 @default.
- W2183506376 hasConcept C136478896 @default.
- W2183506376 hasConcept C159985019 @default.
- W2183506376 hasConcept C187320778 @default.
- W2183506376 hasConcept C192562407 @default.
- W2183506376 hasConcept C2781315196 @default.
- W2183506376 hasConcept C66938386 @default.
- W2183506376 hasConceptScore W2183506376C127313418 @default.
- W2183506376 hasConceptScore W2183506376C127413603 @default.
- W2183506376 hasConceptScore W2183506376C136478896 @default.
- W2183506376 hasConceptScore W2183506376C159985019 @default.
- W2183506376 hasConceptScore W2183506376C187320778 @default.
- W2183506376 hasConceptScore W2183506376C192562407 @default.
- W2183506376 hasConceptScore W2183506376C2781315196 @default.
- W2183506376 hasConceptScore W2183506376C66938386 @default.
- W2183506376 hasIssue "3" @default.
- W2183506376 hasLocation W21835063761 @default.
- W2183506376 hasOpenAccess W2183506376 @default.
- W2183506376 hasPrimaryLocation W21835063761 @default.
- W2183506376 hasRelatedWork W1553779646 @default.
- W2183506376 hasRelatedWork W2036474697 @default.
- W2183506376 hasRelatedWork W2158486098 @default.
- W2183506376 hasRelatedWork W2182901916 @default.
- W2183506376 hasRelatedWork W2196941822 @default.
- W2183506376 hasRelatedWork W2355620114 @default.
- W2183506376 hasRelatedWork W2363878772 @default.
- W2183506376 hasRelatedWork W2365542135 @default.
- W2183506376 hasRelatedWork W2369970057 @default.
- W2183506376 hasRelatedWork W2378850215 @default.
- W2183506376 hasRelatedWork W2384995437 @default.
- W2183506376 hasRelatedWork W2393727651 @default.
- W2183506376 hasRelatedWork W2396931739 @default.
- W2183506376 hasRelatedWork W2745436119 @default.
- W2183506376 hasRelatedWork W2999089184 @default.
- W2183506376 hasRelatedWork W3011978247 @default.
- W2183506376 hasRelatedWork W3136932101 @default.
- W2183506376 hasRelatedWork W3156016185 @default.
- W2183506376 hasRelatedWork W617748604 @default.
- W2183506376 hasRelatedWork W621583923 @default.
- W2183506376 hasVolume "30" @default.
- W2183506376 isParatext "false" @default.
- W2183506376 isRetracted "false" @default.
- W2183506376 magId "2183506376" @default.
- W2183506376 workType "article" @default.