Matches in SemOpenAlex for { <https://semopenalex.org/work/W2987181511> ?p ?o ?g. }
Showing items 1 to 86 of
86
with 100 items per page.
- W2987181511 endingPage "117293" @default.
- W2987181511 startingPage "117293" @default.
- W2987181511 abstract "The main objective of this paper is to develop new design formulations for determining shear stress of steel fiber-reinforced concrete (SFRC) beams without stirrups using Gene Expression Programming (GEP) and Artificial Neural Networks (ANNs) based on a large number of test results. The proposed formulations relate the average shear stress to geometrical, and material properties of common reinforced concrete beam (effective depth, ratio of shear span to effective depth, compressive strength of concrete, and longitudinal steel reinforcement) and fiber properties (diameter, length, and volume percentage). In order to verify the validity and reliability of the proposed formulations, a comparative assessment was conducted between measured and calculated average shear stress of beams. The comparative assessment is carried out in terms of common and modified coefficient of determination (R and Rm), root- mean-square error (RMSE), mean absolute percentage error (MAPE), and gradients of regression lines (k and k’). The results obtained for the considered statistical measures and performance criteria reveal that all of the proposed formulations have acceptable ability to calculate average shear stress for a wide range of shear span to effective depth ratios." @default.
- W2987181511 created "2019-11-22" @default.
- W2987181511 creator A5024956572 @default.
- W2987181511 creator A5051987329 @default.
- W2987181511 creator A5067470866 @default.
- W2987181511 creator A5074640782 @default.
- W2987181511 date "2020-02-01" @default.
- W2987181511 modified "2023-09-23" @default.
- W2987181511 title "New empirical approach for determining nominal shear capacity of steel fiber reinforced concrete beams" @default.
- W2987181511 cites W1547495248 @default.
- W2987181511 cites W1975975242 @default.
- W2987181511 cites W1981073996 @default.
- W2987181511 cites W1988524289 @default.
- W2987181511 cites W2010690929 @default.
- W2987181511 cites W2024520223 @default.
- W2987181511 cites W2024609583 @default.
- W2987181511 cites W2044871152 @default.
- W2987181511 cites W2044880101 @default.
- W2987181511 cites W2050517168 @default.
- W2987181511 cites W2057288711 @default.
- W2987181511 cites W2069277403 @default.
- W2987181511 cites W2087661061 @default.
- W2987181511 cites W2092721885 @default.
- W2987181511 cites W2124089222 @default.
- W2987181511 cites W2137983211 @default.
- W2987181511 cites W2510728706 @default.
- W2987181511 cites W2529974570 @default.
- W2987181511 cites W2594415991 @default.
- W2987181511 cites W2594698754 @default.
- W2987181511 cites W2596351641 @default.
- W2987181511 cites W2615380399 @default.
- W2987181511 cites W2803235424 @default.
- W2987181511 cites W2885159932 @default.
- W2987181511 cites W2889036005 @default.
- W2987181511 cites W2923139073 @default.
- W2987181511 doi "https://doi.org/10.1016/j.conbuildmat.2019.117293" @default.
- W2987181511 hasPublicationYear "2020" @default.
- W2987181511 type Work @default.
- W2987181511 sameAs 2987181511 @default.
- W2987181511 citedByCount "47" @default.
- W2987181511 countsByYear W29871815112020 @default.
- W2987181511 countsByYear W29871815112021 @default.
- W2987181511 countsByYear W29871815112022 @default.
- W2987181511 countsByYear W29871815112023 @default.
- W2987181511 crossrefType "journal-article" @default.
- W2987181511 hasAuthorship W2987181511A5024956572 @default.
- W2987181511 hasAuthorship W2987181511A5051987329 @default.
- W2987181511 hasAuthorship W2987181511A5067470866 @default.
- W2987181511 hasAuthorship W2987181511A5074640782 @default.
- W2987181511 hasBestOaLocation W29871815111 @default.
- W2987181511 hasConcept C127413603 @default.
- W2987181511 hasConcept C159985019 @default.
- W2987181511 hasConcept C192562407 @default.
- W2987181511 hasConcept C2779016933 @default.
- W2987181511 hasConcept C2988805333 @default.
- W2987181511 hasConcept C519885992 @default.
- W2987181511 hasConcept C66938386 @default.
- W2987181511 hasConcept C96035792 @default.
- W2987181511 hasConceptScore W2987181511C127413603 @default.
- W2987181511 hasConceptScore W2987181511C159985019 @default.
- W2987181511 hasConceptScore W2987181511C192562407 @default.
- W2987181511 hasConceptScore W2987181511C2779016933 @default.
- W2987181511 hasConceptScore W2987181511C2988805333 @default.
- W2987181511 hasConceptScore W2987181511C519885992 @default.
- W2987181511 hasConceptScore W2987181511C66938386 @default.
- W2987181511 hasConceptScore W2987181511C96035792 @default.
- W2987181511 hasLocation W29871815111 @default.
- W2987181511 hasOpenAccess W2987181511 @default.
- W2987181511 hasPrimaryLocation W29871815111 @default.
- W2987181511 hasRelatedWork W1975168330 @default.
- W2987181511 hasRelatedWork W2016620601 @default.
- W2987181511 hasRelatedWork W2020056518 @default.
- W2987181511 hasRelatedWork W2230009713 @default.
- W2987181511 hasRelatedWork W2326997823 @default.
- W2987181511 hasRelatedWork W2376168832 @default.
- W2987181511 hasRelatedWork W2387616028 @default.
- W2987181511 hasRelatedWork W2993121761 @default.
- W2987181511 hasRelatedWork W3087783407 @default.
- W2987181511 hasRelatedWork W3162732562 @default.
- W2987181511 hasVolume "234" @default.
- W2987181511 isParatext "false" @default.
- W2987181511 isRetracted "false" @default.
- W2987181511 magId "2987181511" @default.
- W2987181511 workType "article" @default.