ISBN: 9786200002891 - bahavior of reinforced concrete flat plate with shearhead reinforcement (9 risultati)

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  • Lingua: Inglese

    Editore: LAP LAMBERT Academic Publishing, 2019

    6200002894 / 9786200002891

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    Da: Books Puddle, Woodside, NY, U.S.A.Books Puddle

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    EUR 99,56

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  • Lingua: Inglese

    Editore: LAP LAMBERT Academic Publishing, 2019

    6200002894 / 9786200002891

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    Da: Revaluation Books, Exeter, Regno UnitoRevaluation Books

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    EUR 110,43

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    Paperback. Condizione: Brand New. 136 pages. 8.66x5.91x0.31 inches. In Stock.

  • Lingua: Inglese

    Editore: LAP LAMBERT Academic Publishing, 2019

    6200002894 / 9786200002891

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    Da: preigu, Osnabrück, Germaniapreigu

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    EUR 53,35

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    Taschenbuch. Condizione: Neu. Bahavior of Reinforced Concrete Flat Plate with Shearhead Reinforcement | Marw Majeed (u. a.) | Taschenbuch | 136 S. | Englisch | 2019 | LAP LAMBERT Academic Publishing | EAN 9786200002891 | Verantwortliche Person für die EU: BoD - Books on Demand, In de Tarpen 42, 22848 Norderstedt, info[at]bod[dot]de | Anbieter: preigu. …

  • Lingua: Inglese

    Editore: LAP LAMBERT Academic Publishing Apr 2019, 2019

    6200002894 / 9786200002891

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    Da: BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, GermaniaBuchWeltWeit Ludwig Meier e.K.

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    EUR 61,90

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    Taschenbuch. Condizione: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -An experimental investigation was presented to evaluate static and repeated response of flat plate slabs reinforced by shearhead system. Fifteen panels were cast and tested under centrally point load. The slabs were geometrically similar (1000x1000x80) mm. The studied parameters are divided into shape of shearhead, section depth of shearhead, diameter of shearhead and number of stiffeners. The experimental results indicated that using square shearhead achieved slight increase in punching shear strength about 3% over that circular shearhead with same surface area. When increase the section depth of shearhead is increased from 30 mm to 40mm, the punching shear strength was increased about 32.7%. Increasing the number of stiffeners from one stiffener to two stiffener results a decrease in punching shear strength by about 20.3%. Under repeated load testing, there was an increase in punching shear strength when using shearhead reinforcement with 25%. When comparison between static and repeated load test was made, there was an increase in stiffness and ductility in specimens tested under static loading than specimens tested under repeated load. 136 pp. Englisch. …

  • Lingua: Inglese

    Editore: LAP LAMBERT Academic Publishing, 2019

    6200002894 / 9786200002891

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    Da: moluna, Greven, Germaniamoluna

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    EUR 50,66

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    Condizione: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Majeed MarwMarw M. Majeed: Studied BSC in Civil Engineering at Nahrain University and completed MSC at Mustansiriyah University. Older Engineer in engineering section in an agricultural company, Iraq.An experimental investigatio.…

  • Lingua: Inglese

    Editore: LAP LAMBERT Academic Publishing, 2019

    6200002894 / 9786200002891

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    Da: AHA-BUCH GmbH, Einbeck, GermaniaAHA-BUCH GmbH

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    EUR 69,44

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    Taschenbuch. Condizione: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - An experimental investigation was presented to evaluate static and repeated response of flat plate slabs reinforced by shearhead system. Fifteen panels were cast and tested under centrally point load. The slabs were geometrically similar (1000x1000x80) mm. The studied parameters are divided into shape of shearhead, section depth of shearhead, diameter of shearhead and number of stiffeners. The experimental results indicated that using square shearhead achieved slight increase in punching shear strength about 3% over that circular shearhead with same surface area. When increase the section depth of shearhead is increased from 30 mm to 40mm, the punching shear strength was increased about 32.7%. Increasing the number of stiffeners from one stiffener to two stiffener results a decrease in punching shear strength by about 20.3%. Under repeated load testing, there was an increase in punching shear strength when using shearhead reinforcement with 25%. When comparison between static and repeated load test was made, there was an increase in stiffness and ductility in specimens tested under static loading than specimens tested under repeated load.…

  • Lingua: Inglese

    Editore: LAP LAMBERT Academic Publishing, 2019

    6200002894 / 9786200002891

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    Da: Majestic Books, Hounslow, Regno UnitoMajestic Books

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    Condizione: Nuovo

    EUR 101,01

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    Quantità: 4 disponibili

    Condizione: New. Print on Demand.

  • Lingua: Inglese

    Editore: LAP LAMBERT Academic Publishing, 2019

    6200002894 / 9786200002891

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    • Print on Demand

    Da: Biblios, frankfurt am main, HESSE, GermaniaBiblios

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    Condizione: Nuovo

    EUR 100,07

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    Quantità: 4 disponibili

    Condizione: New. PRINT ON DEMAND.

  • Lingua: Inglese

    Editore: LAP LAMBERT Academic Publishing Apr 2019, 2019

    6200002894 / 9786200002891

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    • Print on Demand

    Da: buchversandmimpf2000, Emtmannsberg, BAYE, Germaniabuchversandmimpf2000

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    Condizione: Nuovo

    EUR 61,90

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    Quantità: 1 disponibile

    Taschenbuch. Condizione: Neu. This item is printed on demand - Print on Demand Titel. Neuware -An experimental investigation was presented to evaluate static and repeated response of flat plate slabs reinforced by shearhead system. Fifteen panels were cast and tested under centrally point load. The slabs were geometrically similar (1000x1000x80) mm. The studied parameters are divided into shape of shearhead, section depth of shearhead, diameter of shearhead and number of stiffeners. The experimental results indicated that using square shearhead achieved slight increase in punching shear strength about 3% over that circular shearhead with same surface area. When increase the section depth of shearhead is increased from 30 mm to 40mm, the punching shear strength was increased about 32.7%. Increasing the number of stiffeners from one stiffener to two stiffener results a decrease in punching shear strength by about 20.3%. Under repeated load testing, there was an increase in punching shear strength when using shearhead reinforcement with 25%. When comparison between static and repeated load test was made, there was an increase in stiffness and ductility in specimens tested under static loading than specimens tested under repeated load.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 136 pp. Englisch.…