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    Design of Funicular Arched Wooden Falsework

    Source: Practice Periodical on Structural Design and Construction:;2017:;Volume ( 022 ):;issue: 004
    Author:
    Mohamed Darwish
    DOI: 10.1061/(ASCE)SC.1943-5576.0000346
    Publisher: American Society of Civil Engineers
    Abstract: Construction of buildings with conventional formwork/falsework systems involves using a great deal of wood as shoring, which involves cutting more trees, extra costs, more construction time, consuming a great deal of energy, and emitting a great deal of CO2. A new design is presented within this study that involves the use of funicular arched wooden trusses instead of the conventional stringer-shore falsework systems. A closed-form solution for the truss is formulated to calculate the straining actions and deflections. A parametric study is performed using the closed-form solution to study the variations of the straining actions and deflections within the members while changing the truss span. The weights of the proposed trusses are compared with the weights of conventional formwork to judge the economic and environmental soundness of the new system. The new system is proven to consume lower amounts of wood; to be more economic, easier, and faster to assemble and transport; to produce less carbon emissions; and to save more energy.
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      Design of Funicular Arched Wooden Falsework

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    contributor authorMohamed Darwish
    date accessioned2017-12-16T09:00:31Z
    date available2017-12-16T09:00:31Z
    date issued2017
    identifier other%28ASCE%29SC.1943-5576.0000346.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4237324
    description abstractConstruction of buildings with conventional formwork/falsework systems involves using a great deal of wood as shoring, which involves cutting more trees, extra costs, more construction time, consuming a great deal of energy, and emitting a great deal of CO2. A new design is presented within this study that involves the use of funicular arched wooden trusses instead of the conventional stringer-shore falsework systems. A closed-form solution for the truss is formulated to calculate the straining actions and deflections. A parametric study is performed using the closed-form solution to study the variations of the straining actions and deflections within the members while changing the truss span. The weights of the proposed trusses are compared with the weights of conventional formwork to judge the economic and environmental soundness of the new system. The new system is proven to consume lower amounts of wood; to be more economic, easier, and faster to assemble and transport; to produce less carbon emissions; and to save more energy.
    publisherAmerican Society of Civil Engineers
    titleDesign of Funicular Arched Wooden Falsework
    typeJournal Paper
    journal volume22
    journal issue4
    journal titlePractice Periodical on Structural Design and Construction
    identifier doi10.1061/(ASCE)SC.1943-5576.0000346
    treePractice Periodical on Structural Design and Construction:;2017:;Volume ( 022 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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