Numerical Study of Permanent Deformations of Embankment dams under Seismic Loading, A case study of Kheyrabad Dam

Considering the developments of new accurate constitutive models and numerical methods, a comparison between the classical and modern numerical methods of dynamic analysis of earthfill dams seems necessary. A three steps procedure was followed in this study. First, the accelerations and displacement...

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מידע ביבליוגרפי

Principais autores:	Masoud Oulapour, Hossein Samani, Mohammad Amjadzadeh
פורמט:	Artigo
שפה:	Inglês
יצא לאור:	Shahid Chamran University of Ahvaz 2024-09-01
סדרה:	Journal of Hydraulic Structures
נושאים:	critical acceleration sarma method makdisi-seed ambraseys-sarma equivalent linear model
גישה מקוונת:	https://jhs.scu.ac.ir/article_19538_beb28d27ef1ff6f9f21fa39792076c40.pdf
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