Zobrazeno 1 - 10
of 40
pro vyhledávání: '"Niki D. Beskou"'
Autor:
Edmond V. Muho, Niki D. Beskou
Publikováno v:
Journal of Road Engineering, Vol 4, Iss 1, Pp 54-68 (2024)
This paper reviews works on the dynamic analysis of flexible and rigid pavements under moving vehicles on the basis of continuum-based plane strain models and linear theories. The purpose of this review is to provide information about the existing wo
Externí odkaz:
https://doaj.org/article/6ada9663d0c04a45bd4a4d03a421d555
Publikováno v:
Acta Mechanica. 231:4735-4759
The dynamic response of an elastic thin plate resting on a cross-anisotropic elastic half-space to a rectangular load moving on its surface with constant speed is analytically obtained. The moving load and the plate and soil displacements are expande
Autor:
Niki D. Beskou
Publikováno v:
Acta Mechanica. 231:1567-1585
The dynamic response of an elastic thin plate to a load moving on its surface with constant velocity is determined analytically. The plate rests on a cross-anisotropic and continuously nonhomogeneous viscoelastic half-plane soil medium. Soil nonhomog
Autor:
Niki D. Beskou, Edmond V. Muho
Publikováno v:
Soil Dynamics and Earthquake Engineering. 163:107544
Publikováno v:
Acta Mechanica. 231:47-69
The problem of a vertical distributed line load moving with constant speed on the surface of an isotropic half-plane with shear modulus varying continuously with depth has been very recently solved analytically by the authors in an exact manner. The
Publikováno v:
Soil Dynamics and Earthquake Engineering. 114:615-624
The dynamic response of rigid walls retaining a cross-anisotropic poroelastic soil layer over bedrock to seismic horizontal excitation is determined analytically under conditions of plane strain. The problem is treated as a special case of that of a
Autor:
Edmond V. Muho, Niki D. Beskou
Publikováno v:
Proceedings of the 8th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015).
Autor:
Edmond V. Muho, Niki D. Beskou
Publikováno v:
Soil Dynamics and Earthquake Engineering. 109:150-153
The problem of the dynamic response of an infinite beam resting on a Winkler foundation to a load moving on its surface with variable speed is solved here analytically/numerically under conditions of plane strain. The beam is linearly elastic with vi
Autor:
Niki D. Beskou, Edmond V. Muho
Publikováno v:
Soil Dynamics and Earthquake Engineering. 109:222-226
Publikováno v:
Computers and Geotechnics. 96:150-159
The dynamic response of rigid walls retaining a cross-anisotropic elastic soil layer over bedrock to seismic horizontal excitation is determined analytically under conditions of plane strain. The problem of a pair of rigid walls is solved first and t