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- W2163394311 abstract "Presence of masonry infill walls in the multi-storeyed RC buildings is advantageous for resisting the lateral forces by earthquake, while openings in infill walls for windows and doors are unavoidable for functional or architectural reasons, reduces the lateral force resistance of buildings. The present paper investigates the performance based seismic vulnerability of 2D RC multi-storeyed building models with varying percentage of central openings in infill walls (10%, 20%, and 30%). The building models are considered as bare frame, soft storey, and infill walls are modelled as pin-jointed single equivalent diagonal strut. Pushover analysis is carried out for both default and user defined hinge properties as per FEMA 440 guidelines. Results of default and user defined nonlinear components properties are investigated by pushover analysis. The results of ductility ratio, safety ratio, global stiffness, and hinge status at performance point are compared amongst the models. Authors conclude that, the user-defined hinge models are more successful in capturing the hinging mechanism compared to the models with the default hinge. However, if the default hinge model is preferred due to simplicity, the user should be aware of what is provided in the program and should avoid the misuse of default hinge properties." @default.
- W2163394311 created "2016-06-24" @default.
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- W2163394311 date "2014-08-25" @default.
- W2163394311 modified "2023-09-25" @default.
- W2163394311 title "Pushover Analysis of Seven Storeyed RC Buildings with Openings in Infill Walls" @default.
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- W2163394311 doi "https://doi.org/10.14445/22315381/ijett-v14p225" @default.
- W2163394311 hasPublicationYear "2014" @default.
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