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A platform for research: civil engineering, architecture and urbanism
Ground Response Analysis of Cemented Alluviums Using Non-Recursive Algorithm
Natural or artificial cementation strongly affects stiffness and damping characteristics of soil deposits. In this paper, it is tried to figure out cementation effects on the spectral response using one-dimensional ground response analysis. A constitutive model is applied which is based on separating the mechanical behavior of cemented soil into two distinct parts, soil matrix and cemented bonds. A non-recursive algorithm was used to calculate the nonlinear behavior of horizontally multilayered soil in frequency domain. The model was verified based on recorded acceleration time histories at sites with cemented alluviums and the results showed good consistency.
Ground Response Analysis of Cemented Alluviums Using Non-Recursive Algorithm
Natural or artificial cementation strongly affects stiffness and damping characteristics of soil deposits. In this paper, it is tried to figure out cementation effects on the spectral response using one-dimensional ground response analysis. A constitutive model is applied which is based on separating the mechanical behavior of cemented soil into two distinct parts, soil matrix and cemented bonds. A non-recursive algorithm was used to calculate the nonlinear behavior of horizontally multilayered soil in frequency domain. The model was verified based on recorded acceleration time histories at sites with cemented alluviums and the results showed good consistency.
Ground Response Analysis of Cemented Alluviums Using Non-Recursive Algorithm
Torabipour, Amin (author) / Hamidi, Amir (author)
Journal of Earthquake Engineering ; 24 ; 1390-1416
2020-09-01
27 pages
Article (Journal)
Electronic Resource
Unknown
Stochastic analysis of ground response using non-recursive algorithm
| Elsevier | 2014
Stochastic analysis of ground response using non-recursive algorithm
| Online Contents | 2015