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Unified Evaluation of Slope Displacements Using Energy-Based Newmark Method for Arbitrary Earthquake Motions

Slope displacements (<i>δ</i>) have been shown to correlate uniquely with the earthquake energy (<i>E<sub>eq</sub></i>) contributing to slope sliding, regardless of input motion characteristics. Based on this principle, this study applies the Energy-Based Newmark Method to infinitely long slopes sub...

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Principais autores: Takaji Kokusho, Tomohiro Ishizawa, Jiro Mori, Michinori Mizuhara
Format: Artigo
Sprog:Inglês
Udgivet: MDPI AG 2026-04-01
Serier:Geotechnics
Fag:
seismic slope stability
sliding displacement
energy balance
earthquake wave energy
Newmark model
wave irregularity
Online adgang:https://www.mdpi.com/2673-7094/6/2/37
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