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- W1592051250 abstract "According to ASCE/SEI 7-05 and Iranian Code of Practice, Standard No.2800–3 rd Edition, mass irregular structures have stories with effective mass more than 150% of effective mass of adjacent storey. IDA is applied with consideration of material nonlinearity properties and ground motion time histories. Mass irregularity effects are assessed with focusing on response of 4, 6 and 8 stories of SMRF in terms of maximum interstorey drift ratios versus first mode spectral acceleration. Mass irregularity is applied separately by 1.4 and 2 times mass changes in top and two intermediate stories. Finally, MAF of exceedance for performance levels are assessed according to PBEE framework. Mass irregular structures have stories with effective mass more than 150% of effective mass of adjacent storey. Seismic response of mass irregular structures are assessed by consideration of SMRF structures with 4, 6 and 8 stories, which mass irregularity is applied separately by 1.4 and 2 times mass changes in top and two intermediate stories. Seismic response is achieved by applying Incremental Dynamic Analysis. Mean annual frequency and probability of exceedance in 50 years of performance levels are evaluated by applying PBEE framework. Finally understood which mass irregular structures response is related to location and number of stories with mass changes. Also, 150% limitation of mass change for definition of mass irregularity need more study. Keywords: Mass Irregular , SMRF, IDA Approach, Performance Levels, Mean Frequency of Exceedance" @default.
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- W1592051250 date "2012-07-19" @default.
- W1592051250 modified "2023-09-26" @default.
- W1592051250 title "Seismic Response of Mass Irregular Steel Moment Resisting Frames (SMRF) According to Performance Levels from IDA Approach" @default.
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