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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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