Hamid nikzad (5 resultados)

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  • Idioma: Inglés

    Editorial: LAP LAMBERT Academic Publishing, 2019

    6139464528 / 9786139464524

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    Librería: Revaluation Books, Exeter, Reino UnidoRevaluation Books

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    EUR 72,30

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    Cantidad disponible: 1 disponibles

    Paperback. Condición: Brand New. 88 pages. 8.66x5.91x0.20 inches. In Stock.

  • Idioma: Inglés

    Editorial: LAP LAMBERT Academic Publishing, 2019

    6139464528 / 9786139464524

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    Librería: preigu, Osnabrück, Alemaniapreigu

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    EUR 36,35

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    Cantidad disponible: 5 disponibles

    Taschenbuch. Condición: Neu. Optimal Seismic Design of RC Shear Wall-Frame Structures | Structural Optimization Method for 3D Reinforced Concrete Building Structure with Shear Wall | Hamid Nikzad (u. a.) | Taschenbuch | 88 S. | Englisch | 2019 | LAP LAMBERT Academic Publishing | EAN 9786139464524 | Verantwortliche Person für die EU: preigu GmbH & Co. KG, Lengericher Landstr. 19, 49078 Osnabrück, mail[at]preigu[dot]de | Anbieter: preigu.

  • Idioma: Inglés

    Editorial: LAP LAMBERT Academic Publishing Mrz 2019, 2019

    6139464528 / 9786139464524

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    Librería: BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, AlemaniaBuchWeltWeit Ludwig Meier e.K.

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    Condición: Nuevo

    EUR 39,90

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    Taschenbuch. Condición: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -In this study, optimal seismic design of RC shear wall-frame building structures is done by proposing a new method of structural optimization. The main purpose of this research is to propose an automated-structural optimization method for RC shear wall structures to minimize the total cost of the structure whereas satisfying related design code criteria. Databases are generated for section sizes based on automated structural optimization method utilizing Active-Set Algorithm in MATLAB platform. The validity of proposed method is examined through numerical example of 15 storied 3D RC shear wall frame-structure based on equivalent linear static analysis. In addition, with modification of mathematical formulations, the result is compared with optimal solutions of size constraints and without size constraints to obtain the most practical section sizes. The most suitable combination of section sizes are selected as for the final design application conforming to ACI 318-14 to minimize the total cost of the structure. An analytical procedure is followed to validate the accuracy of proposed method by comparing stresses on structural members through output files of MATLAB and ETABS. 88 pp. Englisch.

  • Idioma: Inglés

    Editorial: LAP LAMBERT Academic Publishing, 2019

    6139464528 / 9786139464524

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    Librería: moluna, Greven, Alemaniamoluna

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    EUR 34,25

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    Condición: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Nikzad HamidHamid Nikzad did his Master s course of Science and Engineering at Ritsumeikan University in Japan in September 2018, and his Bachelor in civil engineering at Kabul Polytechnic University in Afghanistan in September 2012.

  • Idioma: Inglés

    Editorial: LAP LAMBERT Academic Publishing Mär 2019, 2019

    6139464528 / 9786139464524

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    Librería: buchversandmimpf2000, Emtmannsberg, BAYE, Alemaniabuchversandmimpf2000

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    Condición: Nuevo

    EUR 39,90

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    Cantidad disponible: 1 disponibles

    Taschenbuch. Condición: Neu. This item is printed on demand - Print on Demand Titel. Neuware -In this study, optimal seismic design of RC shear wall-frame building structures is done by proposing a new method of structural optimization. The main purpose of this research is to propose an automated-structural optimization method for RC shear wall structures to minimize the total cost of the structure whereas satisfying related design code criteria. Databases are generated for section sizes based on automated structural optimization method utilizing Active-Set Algorithm in MATLAB platform. The validity of proposed method is examined through numerical example of 15 storied 3D RC shear wall frame-structure based on equivalent linear static analysis. In addition, with modification of mathematical formulations, the result is compared with optimal solutions of size constraints and without size constraints to obtain the most practical section sizes. The most suitable combination of section sizes are selected as for the final design application conforming to ACI 318-14 to minimize the total cost of the structure. An analytical procedure is followed to validate the accuracy of proposed method by comparing stresses on structural members through output files of MATLAB and ETABS.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 88 pp. Englisch.