9786200439260 - mathematical formula for calculation of ultimate load: mathematical formula for the calculation of ultimate load in beam column joints under opening moment de singla, neeru; pal, yesh (7 resultados)
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Librería: preigu, Osnabrück, Alemaniapreigu
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Taschenbuch. Condición: Neu. Mathematical formula for calculation of ultimate load | Mathematical formula for the calculation of ultimate load in beam column joints under opening moment | Neeru Singla (u. a.) | Taschenbuch | 60 S. | Englisch | 2019 | LAP LAMBERT Academic Publishing | EAN 9786200439260 | Verantwortliche Person fü…r die EU: preigu GmbH & Co. KG, Lengericher Landstr. 19, 49078 Osnabrück, mail[at]preigu[dot]de | Anbieter: preigu.
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Librería: BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, AlemaniaBuchWeltWeit Ludwig Meier e.K.
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Taschenbuch. Condición: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -Genetic Programming (GP) is a domain independent, problem-solving approach in which computer programs are evolved to find solutions to the problems. No research has been carried out to validate the results analytically so far. This…study is carried out to perform the tests experimentally and then to validate the results analytically using finite element modelling of the fibrous and non-fibrous concrete corner joints under opening moments.Mathematical formula is generated using Genetic Programming.Three types of fibers, flat crimped-type steel fibers, hooked steel fibers and straight steel fibers with two aspect ratios 30 & 50 and with four volume fractions of 0.5, 1.00, 1.50 and 1.75 percentage have been used in the present study. Mathematical models for different types of fibers have been generated for the calculation of ultimate load by using Genetic programming and values have been compared with experimental values obtained, which proved to be in the closed proximity. 60 pp. Englisch.
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Librería: Majestic Books, Hounslow, Reino UnidoMajestic Books
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Librería: Biblios, frankfurt am main, HESSE, AlemaniaBiblios
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Condición: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Singla NeeruDr. Neeru Shingla Associate Professor at Punja Technical University Jalandhar. She received her BE and Master s Degree in Civil Engineering from Thapper Institute of Engineering Patiala. She… did her Phd in c.
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Librería: buchversandmimpf2000, Emtmannsberg, BAYE, Alemaniabuchversandmimpf2000
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Taschenbuch. Condición: Neu. This item is printed on demand - Print on Demand Titel. Neuware -Genetic Programming (GP) is a domain independent, problem-solving approach in which computer programs are evolved to find solutions to the problems. No research has been carried out to validate the results analytically so far. This stud…y is carried out to perform the tests experimentally and then to validate the results analytically using finite element modelling of the fibrous and non-fibrous concrete corner joints under opening moments.Mathematical formula is generated using Genetic Programming.Three types of fibers, flat crimped-type steel fibers, hooked steel fibers and straight steel fibers with two aspect ratios 30 & 50 and with four volume fractions of 0.5, 1.00, 1.50 and 1.75 percentage have been used in the present study. Mathematical models for different types of fibers have been generated for the calculation of ultimate load by using Genetic programming and values have been compared with experimental values obtained, which proved to be in the closed proximity.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 60 pp. Englisch.
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Librería: AHA-BUCH GmbH, Einbeck, AlemaniaAHA-BUCH GmbH
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Taschenbuch. Condición: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - Genetic Programming (GP) is a domain independent, problem-solving approach in which computer programs are evolved to find solutions to the problems. No research has been carried out to validate the results analytically so far. This study… is carried out to perform the tests experimentally and then to validate the results analytically using finite element modelling of the fibrous and non-fibrous concrete corner joints under opening moments.Mathematical formula is generated using Genetic Programming.Three types of fibers, flat crimped-type steel fibers, hooked steel fibers and straight steel fibers with two aspect ratios 30 & 50 and with four volume fractions of 0.5, 1.00, 1.50 and 1.75 percentage have been used in the present study. Mathematical models for different types of fibers have been generated for the calculation of ultimate load by using Genetic programming and values have been compared with experimental values obtained, which proved to be in the closed proximity.
