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    Architectural MICADO Modular Construction. I: Parametric Study of L-Shape Structural Behavior

    Source: Practice Periodical on Structural Design and Construction:;2024:;Volume ( 029 ):;issue: 002::page 04024014-1
    Author:
    Ali Dalalbashi
    ,
    Cristina Reis
    ,
    Jorge Pinto
    ,
    Fernando Pimenta
    ,
    Nuno Oliveira Ferreira
    ,
    Nelson Bento Pereira
    DOI: 10.1061/PPSCFX.SCENG-1415
    Publisher: ASCE
    Abstract: The presented paper explores the potential of the MICADO method in modular structures using a parametric development approach. MICADO is an innovative building production system that uses autonomous production lines to fabricate components, which are then assembled on site. By combining frame-supported modulus systems with prefabricated panels for exterior walls, the MICADO approach allows for the simultaneous installation of components. The study examines how MICADO structures perform under earthquake and gravity loads, addressing practical challenges such as column spacing and roof detailing. It specifically looks at parameters that are still unknown due to its new structural type. An L-shaped architectural case study is employed to evaluate structural elements’ resistance and assess the lateral stability of buildings under earthquake load. The results of the study suggest that increasing the distance between columns from 300 to 450 mm is a feasible option though the demand strength of elements increased slightly. In the L-shaped plan, there are important elements such as the edge column that significantly affect the structural behavior. Ultimately, the MICADO structure and its components offer a range of design possibilities, including the creation of green spaces on the roof.
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      Architectural MICADO Modular Construction. I: Parametric Study of L-Shape Structural Behavior

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4297064
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    contributor authorAli Dalalbashi
    contributor authorCristina Reis
    contributor authorJorge Pinto
    contributor authorFernando Pimenta
    contributor authorNuno Oliveira Ferreira
    contributor authorNelson Bento Pereira
    date accessioned2024-04-27T22:36:35Z
    date available2024-04-27T22:36:35Z
    date issued2024/05/01
    identifier other10.1061-PPSCFX.SCENG-1415.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4297064
    description abstractThe presented paper explores the potential of the MICADO method in modular structures using a parametric development approach. MICADO is an innovative building production system that uses autonomous production lines to fabricate components, which are then assembled on site. By combining frame-supported modulus systems with prefabricated panels for exterior walls, the MICADO approach allows for the simultaneous installation of components. The study examines how MICADO structures perform under earthquake and gravity loads, addressing practical challenges such as column spacing and roof detailing. It specifically looks at parameters that are still unknown due to its new structural type. An L-shaped architectural case study is employed to evaluate structural elements’ resistance and assess the lateral stability of buildings under earthquake load. The results of the study suggest that increasing the distance between columns from 300 to 450 mm is a feasible option though the demand strength of elements increased slightly. In the L-shaped plan, there are important elements such as the edge column that significantly affect the structural behavior. Ultimately, the MICADO structure and its components offer a range of design possibilities, including the creation of green spaces on the roof.
    publisherASCE
    titleArchitectural MICADO Modular Construction. I: Parametric Study of L-Shape Structural Behavior
    typeJournal Article
    journal volume29
    journal issue2
    journal titlePractice Periodical on Structural Design and Construction
    identifier doi10.1061/PPSCFX.SCENG-1415
    journal fristpage04024014-1
    journal lastpage04024014-8
    page8
    treePractice Periodical on Structural Design and Construction:;2024:;Volume ( 029 ):;issue: 002
    contenttypeFulltext
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