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• W2230237769 abstract "Abstract. The Endurance Time (ET) method is a new dynamic pushover procedure in whichstructures are subjected to gradually intensifying acceleration functions and their performance is assessedbased on the length of the time interval that they can satisfy required performance objectives. In thispaper, the accuracy of the Endurance Time method in estimating average deformation demands of lowand medium rise steel frames using ETA20f series of ET acceleration functions has been investigated. Theprecision of the ET method in predicting the response of steel frames in nonlinear analysis is investigatedby considering a simple set of moment-resisting frames. An elastic-perfectly-plastic material model anda bilinear material model with a post-yield stiness equal to 3% of the initial elastic stiness have beenconsidered. For frames with an elastic-perfectly-plastic material model, which are P ????
  sensitive cases,the ET analysis for the maximum interstory drift ratio somewhat underestimates the nonlinear responsehistory analysis results. The dierence between the results of the ET analysis and the nonlinear responsehistory analysis for the material model with 3% post-yield stiness is acceptable. The consistency of thebase shears obtained by the two methods is also satisfactory. It is shown that, although the results of theET analysis are not exactly consistent with the results of ground motions analysis, the ET method canclearly identify the structure with a better performance even in the case of structures with a relativelycomplicated nonlinear behavior." @default.
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• W2230237769 date "2009-10-01" @default.
• W2230237769 modified "2023-09-26" @default.
• W2230237769 title "ESTIMATES OF AVERAGE INELASTIC DEFORMATION DEMANDS FOR REGULAR STEEL FRAMES BY THE ENDURANCE TIME METHOD" @default.
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