Matches in SemOpenAlex for { <https://semopenalex.org/work/W2516495514> ?p ?o ?g. }
Showing items 1 to 83 of
83
with 100 items per page.
- W2516495514 endingPage "1058" @default.
- W2516495514 startingPage "1047" @default.
- W2516495514 abstract "Abstract The punching shear design provisions according to various codes have been derived from the results of tests conducted on centrically loaded flat slabs. The application of these provisions for footings and ground slabs might lead to inconsistent results since more compact dimensions and soil‐structure interaction lead to higher punching shear capacities. In this context, Eurocode 2 introduced a new design equation for column bases, which was derived from the evaluation of test results from centrically loaded footings. Since centrically loaded footings represent an exception in practice, Eurocode 2 and ACI 318‐14 consider load eccentricities by increasing the applied load, while the fib Model Code 2010 proposes a reduced length of the control perimeter to determine the punching shear resistance. The different approaches were derived from the evaluation of tests on eccentrically loaded flat slabs and have not been verified for footings yet. Theoretical and experimental investigations on the punching shear behaviour of eccentrically loaded footings indicate a reduction of the multi‐axial stress state along the column face with increasing load eccentricity. Based on punching tests on eccentrically loaded footings described in literature, non‐linear finite‐element simulations were performed and subsequently the influence of load eccentricities on the punching shear behaviour was examined in parametric studies. In this article, the results of the numerical simulations are presented and compared to experimental results and various code provisions." @default.
- W2516495514 created "2016-09-16" @default.
- W2516495514 creator A5002609728 @default.
- W2516495514 creator A5017019883 @default.
- W2516495514 creator A5061923670 @default.
- W2516495514 creator A5063953298 @default.
- W2516495514 date "2016-12-01" @default.
- W2516495514 modified "2023-10-16" @default.
- W2516495514 title "Investigations on the punching shear behaviour of eccentrically loaded footings" @default.
- W2516495514 cites W1968854639 @default.
- W2516495514 cites W1990260708 @default.
- W2516495514 cites W2006731592 @default.
- W2516495514 cites W2029274644 @default.
- W2516495514 cites W2068671526 @default.
- W2516495514 cites W2097221370 @default.
- W2516495514 cites W2101807410 @default.
- W2516495514 cites W2298027384 @default.
- W2516495514 cites W2380903253 @default.
- W2516495514 cites W2463991979 @default.
- W2516495514 cites W4242323141 @default.
- W2516495514 doi "https://doi.org/10.1002/suco.201500127" @default.
- W2516495514 hasPublicationYear "2016" @default.
- W2516495514 type Work @default.
- W2516495514 sameAs 2516495514 @default.
- W2516495514 citedByCount "9" @default.
- W2516495514 countsByYear W25164955142016 @default.
- W2516495514 countsByYear W25164955142017 @default.
- W2516495514 countsByYear W25164955142018 @default.
- W2516495514 countsByYear W25164955142019 @default.
- W2516495514 countsByYear W25164955142022 @default.
- W2516495514 countsByYear W25164955142023 @default.
- W2516495514 crossrefType "journal-article" @default.
- W2516495514 hasAuthorship W2516495514A5002609728 @default.
- W2516495514 hasAuthorship W2516495514A5017019883 @default.
- W2516495514 hasAuthorship W2516495514A5061923670 @default.
- W2516495514 hasAuthorship W2516495514A5063953298 @default.
- W2516495514 hasConcept C105795698 @default.
- W2516495514 hasConcept C117251300 @default.
- W2516495514 hasConcept C127413603 @default.
- W2516495514 hasConcept C135628077 @default.
- W2516495514 hasConcept C159985019 @default.
- W2516495514 hasConcept C181781793 @default.
- W2516495514 hasConcept C187320778 @default.
- W2516495514 hasConcept C192562407 @default.
- W2516495514 hasConcept C2778527123 @default.
- W2516495514 hasConcept C33923547 @default.
- W2516495514 hasConcept C66938386 @default.
- W2516495514 hasConcept C78519656 @default.
- W2516495514 hasConcept C96035792 @default.
- W2516495514 hasConceptScore W2516495514C105795698 @default.
- W2516495514 hasConceptScore W2516495514C117251300 @default.
- W2516495514 hasConceptScore W2516495514C127413603 @default.
- W2516495514 hasConceptScore W2516495514C135628077 @default.
- W2516495514 hasConceptScore W2516495514C159985019 @default.
- W2516495514 hasConceptScore W2516495514C181781793 @default.
- W2516495514 hasConceptScore W2516495514C187320778 @default.
- W2516495514 hasConceptScore W2516495514C192562407 @default.
- W2516495514 hasConceptScore W2516495514C2778527123 @default.
- W2516495514 hasConceptScore W2516495514C33923547 @default.
- W2516495514 hasConceptScore W2516495514C66938386 @default.
- W2516495514 hasConceptScore W2516495514C78519656 @default.
- W2516495514 hasConceptScore W2516495514C96035792 @default.
- W2516495514 hasIssue "6" @default.
- W2516495514 hasLocation W25164955141 @default.
- W2516495514 hasOpenAccess W2516495514 @default.
- W2516495514 hasPrimaryLocation W25164955141 @default.
- W2516495514 hasRelatedWork W1972066688 @default.
- W2516495514 hasRelatedWork W2166138028 @default.
- W2516495514 hasRelatedWork W2350032752 @default.
- W2516495514 hasRelatedWork W2362478917 @default.
- W2516495514 hasRelatedWork W2366363060 @default.
- W2516495514 hasRelatedWork W2381670429 @default.
- W2516495514 hasRelatedWork W2384615509 @default.
- W2516495514 hasRelatedWork W2588664421 @default.
- W2516495514 hasRelatedWork W2622784552 @default.
- W2516495514 hasRelatedWork W3204243223 @default.
- W2516495514 hasVolume "17" @default.
- W2516495514 isParatext "false" @default.
- W2516495514 isRetracted "false" @default.
- W2516495514 magId "2516495514" @default.
- W2516495514 workType "article" @default.