Hamid Nikzad (5 results)

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  • Language: English

    Published by LAP LAMBERT Academic Publishing, 2019

    6139464528 / 9786139464524

    • Softcover

    Seller: Revaluation Books, Exeter, United KingdomRevaluation Books

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

  • Language: English

    Published by LAP LAMBERT Academic Publishing, 2019

    6139464528 / 9786139464524

    • Softcover

    Seller: preigu, Osnabrück, Germanypreigu

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    Taschenbuch. Condition: 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.…

  • Language: English

    Published by LAP LAMBERT Academic Publishing Mrz 2019, 2019

    6139464528 / 9786139464524

    • Softcover
    • Print on Demand

    Seller: BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, GermanyBuchWeltWeit Ludwig Meier e.K.

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    Taschenbuch. Condition: 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.…

  • Language: English

    Published by LAP LAMBERT Academic Publishing, 2019

    6139464528 / 9786139464524

    • Softcover
    • Print on Demand

    Seller: moluna, Greven, Germanymoluna

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    Condition: 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.…

  • Language: English

    Published by LAP LAMBERT Academic Publishing Mär 2019, 2019

    6139464528 / 9786139464524

    • Softcover
    • Print on Demand

    Seller: buchversandmimpf2000, Emtmannsberg, BAYE, Germanybuchversandmimpf2000

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    Taschenbuch. Condition: 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.…