Fragility analysis of masonry infill R.C. frame using incremental dynamic approach

نویسندگان

چکیده

The current study aims to investigate damage assessment of the RC frames with brick masonry infill (BMI). effects near-source ground motions (GMs) are considerably predominant in seismic response structure as related far-source motion due their forward directivity plus long period. is characterized by enormous everlasting translation, strong peak acceleration (PGA), and a very low-frequency pulse. Indian codes have not yet incorporated influence GM into design spectra. Hence, IDA curves that represent uncertainty been established for ten near-field records. Further, fragility constructed envisage progressive structure. spectral acceleration-based ten-story without BMI, open story developed. It proved BMI frame shows better performance during motions. probability collapse prevention state reduced open-ground compared BMI.

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ژورنال

عنوان ژورنال: Asian Journal of Civil Engineering

سال: 2023

ISSN: ['2522-011X', '1563-0854']

DOI: https://doi.org/10.1007/s42107-023-00719-w