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- W4295882702 abstract "In a previous paper, Energy-Based Newmark Method was developed wherein upward wave energy Eu supplied by an earthquake determines seamlessly whether or not sliding occurs as well as the associated slope displacement if it occurs. The displacement δr was numerically analyzed in a Newmark-type slope model excited by upcoming SH-wave, though accompanied numerical errors tended to increase with increasing displacements, making the evaluation less reliable. In this paper, the model has been modified to be free from the numerical errors and analyzed again to determine earthquake wave energies for slope sliding Eeq from upward energy Eu using realistic slope parameters. As a result, a modified version of design chart for δr of much higher reliability uniquely correlated with Eeq has been presented, showing a basic compatibility with a case history earthquake behavior of road embankments. Thus, δr can be readily estimated in this method considering variability of design parameters from upward energy Eu in terms of earthquake magnitude and hypocenter distance with no need of acceleration time-histories." @default.
- W4295882702 created "2022-09-16" @default.
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- W4295882702 date "2022-11-01" @default.
- W4295882702 modified "2023-10-17" @default.
- W4295882702 title "Energy-based newmark method for seismic slope displacements revisited" @default.
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- W4295882702 doi "https://doi.org/10.1016/j.soildyn.2022.107449" @default.
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