首页|Full-scaled experimental and numerical investigation on the contribution of masonry infill walls into dynamic behavior of RC buildings

Full-scaled experimental and numerical investigation on the contribution of masonry infill walls into dynamic behavior of RC buildings

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The contribution of masonry infill walls (MIW) to the dynamic behavior ofreinforced concrete (RC) buildings is investigated in this study. An existingnon-symmetrical, six-story reinforced concrete building has been used as a testspecimen. Dynamic characteristics of the building have been determined bythe ambient vibration survey (AVS) first. Then, the masonry infill walls on itsground floor were completely demolished, and the obtained new form of thebuilding was studied by AVS. Later on, two forms of the building weremodeled to visualize its behavior under ambient conditions, and the dynamiccharacteristics of the building have been determined numerically. The attainedexperimental and numerical results for both forms of the building were compared,and the constructed numerical models of the building were calibratedby an interactive tuning algorithm defined according to the specific dynamicfeatures of the building. As the last numerical analysis, all MIW were removedfrom the verified numerical model of the building and the dynamic analysiswas repeated. The main goal of the study was accomplished by comparing theexperimentally and numerically obtained dynamic results on the basis of dominantfrequencies, mode shapes, torsional behavior, and soft story mechanism.

building irregularitydynamic propertiesmasonry infill wallsmonitoringoperational modal analysisreinforced concrete

Fuat Aras、Tolga Akbas、Seyit Ceribasi、Fikret Necati Catbas

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Civil Engineering Department, Istanbul Medeniyet University, Istanbul, Turkey

Civil Engineering Department, Gebze Technical University, Kocaeli, Turkey

Civil Engineering Department, Maltepe University, Istanbul, Turkey

Civil, Environmental and Construction Engineering Department, University of Central Florida, Orlando, Florida, USA

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2022

Structural control and health monitoring

Structural control and health monitoring

EI
ISSN:1545-2255
年,卷(期):2022.29(12)
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