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- W2354259467 abstract "Based on the analysis method of probability and statistics of displacement,the reliability of frame structures under potential ground motions is discussed.Inter-story drift ratio is selected as the integral quantization indexe of evaluating seismic performance of reinforced concrete frame structures.Maximum inelastic inter-story drift ratios of reinforced concrete frame structures under many ground motions are counted and analyzed to calculate the probability distribution type of maximum inelastic inter-story drift ratios,then the approximate analysis method of evaluating the reliability can be established,and the reliability of structures can be worked out.Inelastic time-history analysis of a reinforced concrete frame structure under several ground motions is carried out,and it shows that the structure is safe on the whole after calculating the overall reliability.Furthermore,the conclusions indicate that the probability distribution type of inter-story drift ratios is normal distribution,then the approximate analysis method of evaluating the reliability is established,and the approximate location of weak layers of the structures can be roughly determined." @default.
- W2354259467 created "2016-06-24" @default.
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- W2354259467 date "2012-01-01" @default.
- W2354259467 modified "2023-09-24" @default.
- W2354259467 title "Reliability Analysis of Frame Structures Based on Probability and Statistics of Displacement" @default.
- W2354259467 hasPublicationYear "2012" @default.
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