9783659977633 - finite element modeling of beam column joint of opening bending moment di bansal, neeru (9 risultati)
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Da: California Books, Miami, FL, U.S.A.California Books
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Da: PBShop.store US, Wood Dale, IL, U.S.A.PBShop.store US
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PAP. Condizione: New. New Book. Shipped from UK. Established seller since 2000.
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Da: PBShop.store UK, Fairford, GLOS, Regno UnitoPBShop.store UK
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PAP. Condizione: New. New Book. Shipped from UK. Established seller since 2000.
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Da: Ria Christie Collections, Uxbridge, Regno UnitoRia Christie Collections
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Da: moluna, Greven, Germaniamoluna
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Da: preigu, Osnabrück, Germaniapreigu
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Taschenbuch. Condizione: Neu. Finite Element Modeling of beam column joint of opening bending moment | Neeru Bansal | Taschenbuch | Paperback | 64 S. | Englisch | 2016 | LAP Lambert Academic Publishing | EAN 9783659977633 | Verantwortliche Person für die EU: OmniScriptum GmbH & Co. KG, Bahnhofstr. 28, 66111 Saarbrücken, info[at]…akademikerverlag[dot]de | Anbieter: preigu.
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Da: BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, GermaniaBuchWeltWeit Ludwig Meier e.K.
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Taschenbuch. Condizione: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -In most of the civil structures, continuity between two adjacent members is necessary; this can be even though the members' angle. The joint formed from this assembling usually refers to the 'corner'.The term ''corner'' in this inv…estigation is used to describe a corner joint formed by the joining; at 90 degree of the ends of two flexural members. In general, the failure of opening corners is invariably characterized by the low tensile strength of concrete, resulting in the initiation of a splitting tensile crack originating at the re-entrant corner and gradually moving out along the corner diagonal towards the exterior corner Various studies have been carried out experimentally by using fibers in the corners under opening and closing corners, but no research has been carried out to validate these results analytically. 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. 64 pp. Englisch.
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Da: buchversandmimpf2000, Emtmannsberg, BAYE, Germaniabuchversandmimpf2000
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Taschenbuch. Condizione: Neu. This item is printed on demand - Print on Demand Titel. Neuware -In most of the civil structures, continuity between two adjacent members is necessary; this can be even though the members¿ angle. The joint formed from this assembling usually refers to the 'corner'.The term ''corner'' in this investi…gation is used to describe a corner joint formed by the joining; at 90 degree of the ends of two flexural members. In general, the failure of opening corners is invariably characterized by the low tensile strength of concrete, resulting in the initiation of a splitting tensile crack originating at the re-entrant corner and gradually moving out along the corner diagonal towards the exterior corner Various studies have been carried out experimentally by using fibers in the corners under opening and closing corners, but no research has been carried out to validate these results analytically. 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.Books on Demand GmbH, Überseering 33, 22297 Hamburg 64 pp. Englisch.
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Da: AHA-BUCH GmbH, Einbeck, GermaniaAHA-BUCH GmbH
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Taschenbuch. Condizione: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - In most of the civil structures, continuity between two adjacent members is necessary; this can be even though the members' angle. The joint formed from this assembling usually refers to the 'corner'.The term ''corner'' in this investig…ation is used to describe a corner joint formed by the joining; at 90 degree of the ends of two flexural members. In general, the failure of opening corners is invariably characterized by the low tensile strength of concrete, resulting in the initiation of a splitting tensile crack originating at the re-entrant corner and gradually moving out along the corner diagonal towards the exterior corner Various studies have been carried out experimentally by using fibers in the corners under opening and closing corners, but no research has been carried out to validate these results analytically. 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.
