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- W2127781750 abstract "The pushover analysis is a nonlinear Static procedure where in monotonically increasing loads are applied to the structure and is a popular tool for seismic performance evaluation of existing as well as new structures. In literature lot of research work has been carried out on conventional pushover analysis and after knowing deficiencies efforts have been made to improve it. But actual experimental test results to verify the analytically obtained pushover results are rarely available. Also the procedure involves certain approximations that some amount of variation is always expected to exist in seismic demand prediction of pushover analysis. In this paper , attempt is being made to assess uncertainty of pushover analysis results to modeling methods and results compared with experimentally obtained results based on test carried out on a G+2 storied RCC framed structure. Stochastic analysis is carried out by considering uncertain parameters as the strength of concrete, strength of steel, cover to the reinforcement, hinge location and hinge length which are randomly generated and incorporated into the analysis. The hinge lengths are found using various hinge length formulations available in literature. The results are then compared with experimental observations." @default.
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- W2127781750 date "2014-06-27" @default.
- W2127781750 modified "2023-09-28" @default.
- W2127781750 title "Stochastic Analysis to Assess Uncertainty in Pushover Analysis to Modeling Methods" @default.
- W2127781750 cites W2121275492 @default.
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- W2127781750 doi "https://doi.org/10.1061/9780784413609.132" @default.
- W2127781750 hasPublicationYear "2014" @default.
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