Lingua: Inglese
Editore: LAP LAMBERT Academic Publishing, 2021
ISBN 10: 6203869465 ISBN 13: 9786203869460
Da: Books Puddle, New York, NY, U.S.A.
Condizione: New.
Lingua: Inglese
Editore: LAP LAMBERT Academic Publishing, 2021
ISBN 10: 6203869465 ISBN 13: 9786203869460
Da: moluna, Greven, Germania
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Lingua: Inglese
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Aggiungi al carrelloTaschenbuch. Condizione: Neu. Response of Two-way Bubble Deck Slab to Harmonic Load | Shatha D. Mohammed (u. a.) | Taschenbuch | Englisch | 2021 | LAP LAMBERT Academic Publishing | EAN 9786203869460 | Verantwortliche Person für die EU: LAP Lambert Academic Publishing, Brivibas Gatve 197, 1039 RIGA, LETTLAND, customerservice[at]vdm-vsg[dot]de | Anbieter: preigu.
Lingua: Inglese
Editore: LAP LAMBERT Academic Publishing, 2019
ISBN 10: 6200249296 ISBN 13: 9786200249296
Da: Revaluation Books, Exeter, Regno Unito
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Aggiungi al carrelloPaperback. Condizione: Brand New. 200 pages. 8.66x5.91x0.46 inches. In Stock.
Lingua: Inglese
Editore: LAP LAMBERT Academic Publishing Jun 2021, 2021
ISBN 10: 6203869465 ISBN 13: 9786203869460
Da: BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, Germania
EUR 57,90
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Aggiungi al carrelloTaschenbuch. Condizione: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -Reducing self-weight of any structure can be considered as the main goal and it is a significant challenge for most civil engineering constructions, especially in tall buildings and earthquake regions. One of the most adopted techniques is to reduce concrete structures self-weight through voids in a particular position through the structure, just like a voided slab or BubbleDeck slab. This book aims to investigate the behavior of BubbleDeck reinforced concrete slabs under the effect of static uniformly distributed load and harmonic load, experimentally and numerically. The experimental program involved twenty fixed supported two-way solid and BubbleDeck slabs of dimensions 2500x2500x200 mm. The specimens were divided into three groups; the first comprised of five specimens tested under static uniformly distributed load up to failure, and the second group included five specimens that were tested under a harmonic load of different frequencies, while the other ten specimens, (group three), were tested under the effect of harmonic load, then the residual strength was determined through the application of (monotonic) uniformly distributed load.Reducing self-weight of any structure can be considered as the main goal and it is a significant challenge for most civil engineering constructions, especially in tall buildings and earthquake regions. One of the most adopted techniques is to reduce concrete structures self-weight through voids in a particular position through the structure, just like a voided slab or BubbleDeck slab. This book aims to investigate the behavior of BubbleDeck reinforced concrete slabs under the effect of static uniformly distributed load and harmonic load, experimentally and numerically. The experimental program involved twenty fixed supported two-way solid and BubbleDeck slabs of dimensions 2500x2500x200 mm. The specimens were divided into three groups; the first comprised of five specimens tested under static uniformly distributed load up to failure, and the second group included five specimens that were tested under a harmonic load of different frequencies, while the other ten specimens, (group three), were tested under the effect of harmonic load, then the residual strength was determined through the application of (monotonic) uniformly distributed load. 200 pp. Englisch.
Lingua: Inglese
Editore: LAP LAMBERT Academic Publishing, 2021
ISBN 10: 6203869465 ISBN 13: 9786203869460
Da: Majestic Books, Hounslow, Regno Unito
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Lingua: Inglese
Editore: LAP LAMBERT Academic Publishing, 2021
ISBN 10: 6203869465 ISBN 13: 9786203869460
Da: Biblios, Frankfurt am main, HESSE, Germania
EUR 77,22
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Aggiungi al carrelloCondizione: New. PRINT ON DEMAND.
Lingua: Inglese
Editore: LAP LAMBERT Academic Publishing, 2019
ISBN 10: 6200249296 ISBN 13: 9786200249296
Da: moluna, Greven, Germania
EUR 58,12
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Aggiungi al carrelloCondizione: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: A. Hamid HalaDedicated Civil Engineer Skilled in Structural Civil Engineering.This book studies, experimentally and theoretically, the behavior of reinforced Reactive Powder Concrete (RPC) two-way slabs under monotonic and five c.
Lingua: Inglese
Editore: LAP LAMBERT Academic Publishing Jun 2021, 2021
ISBN 10: 6203869465 ISBN 13: 9786203869460
Da: buchversandmimpf2000, Emtmannsberg, BAYE, Germania
EUR 57,90
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Aggiungi al carrelloTaschenbuch. Condizione: Neu. This item is printed on demand - Print on Demand Titel. Neuware -Reducing self-weight of any structure can be considered as the main goal and it is a significant challenge for most civil engineering constructions, especially in tall buildings and earthquake regions. One of the most adopted techniques is to reduce concrete structures self-weight through voids in a particular position through the structure, just like a voided slab or BubbleDeck slab. This book aims to investigate the behavior of BubbleDeck reinforced concrete slabs under the effect of static uniformly distributed load and harmonic load, experimentally and numerically. The experimental program involved twenty fixed supported two-way solid and BubbleDeck slabs of dimensions 2500x2500x200 mm. The specimens were divided into three groups; the first comprised of five specimens tested under static uniformly distributed load up to failure, and the second group included five specimens that were tested under a harmonic load of different frequencies, while the other ten specimens, (group three), were tested under the effect of harmonic load, then the residual strength was determined through the application of (monotonic) uniformly distributed load.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 200 pp. Englisch.
Lingua: Inglese
Editore: LAP LAMBERT Academic Publishing, 2021
ISBN 10: 6203869465 ISBN 13: 9786203869460
Da: AHA-BUCH GmbH, Einbeck, Germania
EUR 58,59
Quantità: 1 disponibili
Aggiungi al carrelloTaschenbuch. Condizione: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - Reducing self-weight of any structure can be considered as the main goal and it is a significant challenge for most civil engineering constructions, especially in tall buildings and earthquake regions. One of the most adopted techniques is to reduce concrete structures self-weight through voids in a particular position through the structure, just like a voided slab or BubbleDeck slab. This book aims to investigate the behavior of BubbleDeck reinforced concrete slabs under the effect of static uniformly distributed load and harmonic load, experimentally and numerically. The experimental program involved twenty fixed supported two-way solid and BubbleDeck slabs of dimensions 2500x2500x200 mm. The specimens were divided into three groups; the first comprised of five specimens tested under static uniformly distributed load up to failure, and the second group included five specimens that were tested under a harmonic load of different frequencies, while the other ten specimens, (group three), were tested under the effect of harmonic load, then the residual strength was determined through the application of (monotonic) uniformly distributed load.Reducing self-weight of any structure can be considered as the main goal and it is a significant challenge for most civil engineering constructions, especially in tall buildings and earthquake regions. One of the most adopted techniques is to reduce concrete structures self-weight through voids in a particular position through the structure, just like a voided slab or BubbleDeck slab. This book aims to investigate the behavior of BubbleDeck reinforced concrete slabs under the effect of static uniformly distributed load and harmonic load, experimentally and numerically. The experimental program involved twenty fixed supported two-way solid and BubbleDeck slabs of dimensions 2500x2500x200 mm. The specimens were divided into three groups; the first comprised of five specimens tested under static uniformly distributed load up to failure, and the second group included five specimens that were tested under a harmonic load of different frequencies, while the other ten specimens, (group three), were tested under the effect of harmonic load, then the residual strength was determined through the application of (monotonic) uniformly distributed load.