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    Hierarchical Clustering-Based Collapse Mode Identification and Design Optimization of Energy-Dissipation Braces Inspired by the Triangular Resch Pattern

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 005::page 04024037-1
    Author:
    Yao Chen
    ,
    Jiayao Shi
    ,
    Chenhao Lu
    ,
    Jian Feng
    ,
    Pooya Sareh
    DOI: 10.1061/JSENDH.STENG-12805
    Publisher: ASCE
    Abstract: In recent years, energy-dissipation devices have gained significant attention in seismic protection engineering because of their effectiveness in mitigating the destructive effects of earthquakes. Inspired by an origami pattern invented by Ron Resch, in this study, we propose a novel type of energy-dissipation brace to guide the deformation process and prevent the global buckling of engineering structures. To this end, a parametric geometric model is developed, followed by exploring the effects of different geometric parameters on structural collapse modes. Subsequently, by using hierarchical clustering, the collapse modes are classified into four groups. Finally, an optimal design is introduced to improve energy absorption during quasi-static axial crushing while reducing the initial peak force. The results show specific parameters play a decisive role in determining the collapse modes of the structures. Each group is associated with a particular force-displacement curve characterized by specific properties. We demonstrate that the proposed structural design optimization process reduces the initial peak force by 15.6% without affecting the specific energy absorption. This study provides insights into the application of origami-inspired structures in the design and development of high-performance energy-dissipation braces.
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      Hierarchical Clustering-Based Collapse Mode Identification and Design Optimization of Energy-Dissipation Braces Inspired by the Triangular Resch Pattern

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4296815
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    contributor authorYao Chen
    contributor authorJiayao Shi
    contributor authorChenhao Lu
    contributor authorJian Feng
    contributor authorPooya Sareh
    date accessioned2024-04-27T22:30:30Z
    date available2024-04-27T22:30:30Z
    date issued2024/05/01
    identifier other10.1061-JSENDH.STENG-12805.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4296815
    description abstractIn recent years, energy-dissipation devices have gained significant attention in seismic protection engineering because of their effectiveness in mitigating the destructive effects of earthquakes. Inspired by an origami pattern invented by Ron Resch, in this study, we propose a novel type of energy-dissipation brace to guide the deformation process and prevent the global buckling of engineering structures. To this end, a parametric geometric model is developed, followed by exploring the effects of different geometric parameters on structural collapse modes. Subsequently, by using hierarchical clustering, the collapse modes are classified into four groups. Finally, an optimal design is introduced to improve energy absorption during quasi-static axial crushing while reducing the initial peak force. The results show specific parameters play a decisive role in determining the collapse modes of the structures. Each group is associated with a particular force-displacement curve characterized by specific properties. We demonstrate that the proposed structural design optimization process reduces the initial peak force by 15.6% without affecting the specific energy absorption. This study provides insights into the application of origami-inspired structures in the design and development of high-performance energy-dissipation braces.
    publisherASCE
    titleHierarchical Clustering-Based Collapse Mode Identification and Design Optimization of Energy-Dissipation Braces Inspired by the Triangular Resch Pattern
    typeJournal Article
    journal volume150
    journal issue5
    journal titleJournal of Structural Engineering
    identifier doi10.1061/JSENDH.STENG-12805
    journal fristpage04024037-1
    journal lastpage04024037-13
    page13
    treeJournal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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