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    Design and Construction of Wooden Structure to Replace Collapsed Steel Structure

    Source: Practice Periodical on Structural Design and Construction:;2016:;Volume ( 021 ):;issue: 003
    Author:
    Alexandre de Macêdo Wahrhaftig
    ,
    Ricardo Fernandes Carvalho
    DOI: 10.1061/(ASCE)SC.1943-5576.0000290
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes the challenges and solutions for the design and implementation of a timber structure to replace a collapsed steel structure. Wood was chosen as the structure material because it is suited for environments with high salinity and, in this context, for reducing maintenance costs. One of the most important challenges of this project was that the beam should have a long span and the wood should be able to attain the ultimate limit state and serviceability given the dimensions in the project. The entire roof was supported only by four columns, which forced the side and frontal beams to exceed span lengths of 18 m without intermediate supports. A mathematical computational model was constructed using the FEM to obtain the loads on the structural elements. During the implementation process, many parts were implemented differently from the original design, which needed to be reinforced. It is important to emphasize that the design of a wooden structure requires not only knowledge but also creativity to overcome the challenges posed by the distinctive needs of detailing and difficulty that carpenters have in reading the specific plans.
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      Design and Construction of Wooden Structure to Replace Collapsed Steel Structure

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4244994
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    contributor authorAlexandre de Macêdo Wahrhaftig
    contributor authorRicardo Fernandes Carvalho
    date accessioned2017-12-30T13:02:56Z
    date available2017-12-30T13:02:56Z
    date issued2016
    identifier other%28ASCE%29SC.1943-5576.0000290.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4244994
    description abstractThis paper describes the challenges and solutions for the design and implementation of a timber structure to replace a collapsed steel structure. Wood was chosen as the structure material because it is suited for environments with high salinity and, in this context, for reducing maintenance costs. One of the most important challenges of this project was that the beam should have a long span and the wood should be able to attain the ultimate limit state and serviceability given the dimensions in the project. The entire roof was supported only by four columns, which forced the side and frontal beams to exceed span lengths of 18 m without intermediate supports. A mathematical computational model was constructed using the FEM to obtain the loads on the structural elements. During the implementation process, many parts were implemented differently from the original design, which needed to be reinforced. It is important to emphasize that the design of a wooden structure requires not only knowledge but also creativity to overcome the challenges posed by the distinctive needs of detailing and difficulty that carpenters have in reading the specific plans.
    publisherAmerican Society of Civil Engineers
    titleDesign and Construction of Wooden Structure to Replace Collapsed Steel Structure
    typeJournal Paper
    journal volume21
    journal issue3
    journal titlePractice Periodical on Structural Design and Construction
    identifier doi10.1061/(ASCE)SC.1943-5576.0000290
    page05016001
    treePractice Periodical on Structural Design and Construction:;2016:;Volume ( 021 ):;issue: 003
    contenttypeFulltext
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