Simple design of masonry infilled reinforced concrete frames for earthquake resistance

•Application of compressive diagonals as a reliable approach for presenting the behaviour of the infilled frame system.•Damage states for infilled frames were determined.•Parametric nonlinear dynamic analysis considering the influence of certain parameters (geometric and material properties of frame...

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Bibliographic Details
Published in:	Engineering structures Vol. 171; pp. 961 - 981
Main Authors:	Kalman Šipoš, Tanja, Rodrigues, Hugo, Grubišić, Marin
Format:	Journal Article
Language:	English
Published:	Kidlington Elsevier Ltd 15-09-2018 Elsevier BV
Subjects:	Acceleration Buildings Classification Columns (structural) Compressive strength Damage level Design Earthquake Earthquake damage Earthquake resistance Earthquakes Frame structures Infilled frames Load Masonry Mathematical models Model testing Multistory buildings Parametric analysis Reinforced concrete Reliability engineering Seismic activity Seismic design Seismic engineering Simple Variability Design Infilled frames Earthquake Damage level Simple
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