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- W2999396957 abstract "In this investigation, a study was conducted to compare the design of a high rise reinforced concrete building in different seismic zones. A 30 storied building was modelled in ETABS software and analysis was done for forces in low (seismic zone 1), moderate (seismic zone 2a, 2b) and high (seismic zone 3, 4) categories and applied forces were compared. The building had a dual frame comprising of shear walls interacting with moment resisting frame to provide lateral resistance. All structural members were designed for moderate zone 2b (Karachi where the building is situated) and the capacity was compared for all the above mentioned categories. The results showed that the members designed for moderate seismic zone were inadequate for higher seismic zone categories. Some of the beams and columns which were found adequate in low and moderate categories were found to be deficient for resisting loads for high seismic loadings. Similarly shear wall in critically loaded areas that were performing well in low and moderate zone needed to be re-designed for high seismic zone categories. The RC buildings which are analysed and designed to sustain low and moderate seismic events are not safe for seismic events of higher category and run the risk human lives and massive devastation" @default.
- W2999396957 created "2020-01-23" @default.
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- W2999396957 date "2015-04-01" @default.
- W2999396957 modified "2023-09-24" @default.
- W2999396957 title "Comparison of RC building for low, moderate and high seismic categories" @default.
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