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    MID 1.1: Database for Characterization of the Lateral Behavior of Infilled Frames

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 010::page 04721007-1
    Author:
    Gianni Blasi
    ,
    Flavia De Luca
    ,
    Daniele Perrone
    ,
    Antonella Greco
    ,
    Maria Antonietta Aiello
    DOI: 10.1061/(ASCE)ST.1943-541X.0003117
    Publisher: ASCE
    Abstract: Research on infilled reinforced concrete frames is fundamental for the vulnerability assessment of existing buildings. The analysis of the interaction between infill and frame is an open issue in performance-based earthquake engineering due to its importance in predicting the dynamic behavior and failure modes of buildings. This study provides an open access database of laboratory tests on masonry infilled reinforced concrete frames, collected from the literature and harmonized in a consistent framework. The database is named Masonry Infill Database 1.1 (MID 1.1). The data were grouped in categories to calibrate a piecewise linear curve representing the lateral response of the infill depending on the masonry wall and the frame details. The gathered data were used to assess analytical models and numerical studies from the literature with the aim of revising the formulations currently used in the equivalent strut approach. An empirical model for the equivalent strut was developed through a power-law multiple regression of the database. The open access database in its spreadsheet form is intended to provide a useful tool for the analysis of infilled reinforced concrete frames.
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      MID 1.1: Database for Characterization of the Lateral Behavior of Infilled Frames

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4272761
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    contributor authorGianni Blasi
    contributor authorFlavia De Luca
    contributor authorDaniele Perrone
    contributor authorAntonella Greco
    contributor authorMaria Antonietta Aiello
    date accessioned2022-02-01T22:10:22Z
    date available2022-02-01T22:10:22Z
    date issued10/1/2021
    identifier other%28ASCE%29ST.1943-541X.0003117.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4272761
    description abstractResearch on infilled reinforced concrete frames is fundamental for the vulnerability assessment of existing buildings. The analysis of the interaction between infill and frame is an open issue in performance-based earthquake engineering due to its importance in predicting the dynamic behavior and failure modes of buildings. This study provides an open access database of laboratory tests on masonry infilled reinforced concrete frames, collected from the literature and harmonized in a consistent framework. The database is named Masonry Infill Database 1.1 (MID 1.1). The data were grouped in categories to calibrate a piecewise linear curve representing the lateral response of the infill depending on the masonry wall and the frame details. The gathered data were used to assess analytical models and numerical studies from the literature with the aim of revising the formulations currently used in the equivalent strut approach. An empirical model for the equivalent strut was developed through a power-law multiple regression of the database. The open access database in its spreadsheet form is intended to provide a useful tool for the analysis of infilled reinforced concrete frames.
    publisherASCE
    titleMID 1.1: Database for Characterization of the Lateral Behavior of Infilled Frames
    typeJournal Paper
    journal volume147
    journal issue10
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0003117
    journal fristpage04721007-1
    journal lastpage04721007-18
    page18
    treeJournal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 010
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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