2021
DOI: 10.14445/23488352/ijce-v8i6p102
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Performance-based Seismic Evaluation of Vertically Irregular Moment Resisting Reinforced Concrete Frames using Nonlinear Statics Analysis

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Cited by 2 publications
(2 citation statements)
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“…Northridge earthquake data showed a large storey drift of 0.005527. [2] GF SS [3] 1F SS [4] 2F SS [5] 3F SS [6] G&2F SS [7] 1&3F SS Soft storey played a crucial role in the displacement of numerous models despite the ground motion record. In contrast to the other notable earthquakes in the study, Imperial and Kobe ground motion records produce slightly scattered results.…”
Section: 2time History Analysis Resultsmentioning
confidence: 99%
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“…Northridge earthquake data showed a large storey drift of 0.005527. [2] GF SS [3] 1F SS [4] 2F SS [5] 3F SS [6] G&2F SS [7] 1&3F SS Soft storey played a crucial role in the displacement of numerous models despite the ground motion record. In contrast to the other notable earthquakes in the study, Imperial and Kobe ground motion records produce slightly scattered results.…”
Section: 2time History Analysis Resultsmentioning
confidence: 99%
“…So, randomness in the soil type should be addressed while assessing the seismic performance of the structure to capture the realistic behaviour of the structure under seismic excitation. Historically, seismic design relied on the traditional force-based approach [2,3]. *Author for correspondence economic losses associated with future seismic events [7,8].…”
mentioning
confidence: 99%