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contributor authorMaud Storme
contributor authorRichard Fortier
contributor authorJean-Marie Konrad
date accessioned2017-05-08T21:28:14Z
date available2017-05-08T21:28:14Z
date copyrightMay 2005
date issued2005
identifier other%28asce%291090-0241%282005%29131%3A5%28662%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52704
description abstractThe forward modeling of the dispersion curve of a layered medium calculated from the spectral characteristics of Rayleigh waves requires an efficient algorithm for predicting the surface displacements of the medium under a dynamic load. The usual methods for solving the wave equation are based on matrix methods prone to numerical problem or yielding to the determination of complex modes that are difficult to interpret. A modified linearized stiffness matrix method is proposed in this technical note to solve the discrete stiffness matrix. The developed algorithm is based on a finite element equation associating each surface wave mode to the resonant frequency of a structure with a stiffness depending on the wavelength. The filtering of complex wave modes to keep only suitable surface waves is avoided. Furthermore, the mesh design is based on the actual wavelength of each mode providing a better representation of higher modes. The new algorithm is validated with two irregular stiffness profiles.
publisherAmerican Society of Civil Engineers
titleForward Modeling of Steady-State Surface Wave Test
typeJournal Paper
journal volume131
journal issue5
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(2005)131:5(662)
treeJournal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 005
contenttypeFulltext


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