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- W3043356163 abstract "For the past decades, studies have found the significant contribution of masonry infill wall in seismic responses of reinforced concrete buildings. Several modelling techniques have been proposed to simulate the wall response in addition to its interaction with the surrounding frames including macro-and micro-modelling approach. Micro-modelling approach has been reported to have capability in providing accurate simulation of the behaviour of infill with its surrounding frames, but it requires huge computational time and effort. Therefore, simplified macro-modelling approach by replacing the infill wall with equivalent diagonal strut is preferable. The most common macro-modelling technique used in practice is single equivalent diagonal strut. However, past studies have reported that the application of single strut only has limitations in adequately capturing the force distribution to the surrounding frames. To overcome this issue, multiple strut method was proposed. This study aims to investigate the effect of infill wall modelling uncertainties in seismic vulnerability assessment of reinforced concrete building. Five-story reinforced concrete frame is evaluated by employing three different strut models. Probabilistic seismic demand model is then developed by subjecting the building with 30 ground motion records and the seismic vulnerabilities of each model are then compared." @default.
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- W3043356163 date "2018-01-01" @default.
- W3043356163 modified "2023-09-24" @default.
- W3043356163 title "Infill masonry wall model uncertainty on the seismic performance of reinforced concrete building" @default.
- W3043356163 hasPublicationYear "2018" @default.
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