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    A New Finite Element–Based Methodology for Earthquake Simulation of Large-Scale Urban Areas

    Source: Journal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 004::page 04022019
    Author:
    Sebastiano Marasco
    ,
    Gian Paolo Cimellaro
    DOI: 10.1061/(ASCE)ST.1943-541X.0003264
    Publisher: ASCE
    Abstract: This paper presents a model to quantify the functionality of the physical systems at urban scales using a finite element–based approach. The methodology identifies the functionality of physical systems within an urban area and captures the interaction between infrastructures. Following the finite-element (FE) approach, the Intensity Measure (IM) parameters such as PGA, PGV, etc., are modeled as external perturbation forces. The building’s characteristics are assigned to two-dimensional (2D) elements whose edges overlap with the roads. The discretization of the urban area is based on a preliminary identification of the critical nodes corresponding to the transportation network (e.g., roads junctions, highway forks, etc.) and strategic infrastructures (e.g., shelters, hospitals, etc.). Lifelines (transportation, water, telecommunication, power networks, etc.) are instead modeled as one-dimensional (1D) elements. The constitutive parameters of each element are identified by a novel procedure that considers the inherent fragilities and economic losses of each physical system. The proposed finite-element formulation is capable of spatially quantifying the functionality of the built environment following a seismic event while taking into account the interdependency among physical systems.
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      A New Finite Element–Based Methodology for Earthquake Simulation of Large-Scale Urban Areas

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4282398
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    contributor authorSebastiano Marasco
    contributor authorGian Paolo Cimellaro
    date accessioned2022-05-07T20:24:57Z
    date available2022-05-07T20:24:57Z
    date issued2022-02-02
    identifier other(ASCE)ST.1943-541X.0003264.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4282398
    description abstractThis paper presents a model to quantify the functionality of the physical systems at urban scales using a finite element–based approach. The methodology identifies the functionality of physical systems within an urban area and captures the interaction between infrastructures. Following the finite-element (FE) approach, the Intensity Measure (IM) parameters such as PGA, PGV, etc., are modeled as external perturbation forces. The building’s characteristics are assigned to two-dimensional (2D) elements whose edges overlap with the roads. The discretization of the urban area is based on a preliminary identification of the critical nodes corresponding to the transportation network (e.g., roads junctions, highway forks, etc.) and strategic infrastructures (e.g., shelters, hospitals, etc.). Lifelines (transportation, water, telecommunication, power networks, etc.) are instead modeled as one-dimensional (1D) elements. The constitutive parameters of each element are identified by a novel procedure that considers the inherent fragilities and economic losses of each physical system. The proposed finite-element formulation is capable of spatially quantifying the functionality of the built environment following a seismic event while taking into account the interdependency among physical systems.
    publisherASCE
    titleA New Finite Element–Based Methodology for Earthquake Simulation of Large-Scale Urban Areas
    typeJournal Paper
    journal volume148
    journal issue4
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0003264
    journal fristpage04022019
    journal lastpage04022019-11
    page11
    treeJournal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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