An Equation Error Approach for the Identification of Elastic Parameters in Beams and Plates with $$H_1$$ Regularization

Author(s):  
P. Caya ◽  
B. Jadamba ◽  
A. A. Khan ◽  
F. Raciti ◽  
B. Winkler
Geophysics ◽  
1965 ◽  
Vol 30 (2) ◽  
pp. 204-212 ◽  
Author(s):  
J. H. Rosenbaum

The first significant refraction arrival through a thin high‐velocity elastic layer in an elastic medium has been investigated theoretically by means of an asymptotic theory. This first low‐frequency arrival is closely connected with the longitudinal plate wave in the thin layer. When the medium surrounding the layer is a fluid, the signal does not decay exponentially with horizontal distance; when the surrounding medium is a solid, the signal does decay exponentially. A very simple approximate formula for this exponential decay is presented and compared with numerical results of the more rigorous theory. The decay as well as the shape of the signal is dependent upon the contrast in elastic parameters between the plate and the surrounding medium. Higher‐frequency early arrivals, associated with the second symmetric mode, have also been investigated. They exhibit greater exponential decay with horizontal distance than the low‐frequency first arrivals.


1980 ◽  
Vol 37 (4) ◽  
pp. 377-379 ◽  
Author(s):  
A. J. Devaney ◽  
H. Levine

2008 ◽  
Vol 100 (8) ◽  
Author(s):  
Stefan Semrau ◽  
Timon Idema ◽  
Laurent Holtzer ◽  
Thomas Schmidt ◽  
Cornelis Storm

1997 ◽  
Vol 1570 (1) ◽  
pp. 143-150 ◽  
Author(s):  
Lev Khazanovich ◽  
Jeffery Roesler

A neural-network-based backcalculation procedure is developed for multilayer composite pavement systems. The constructed layers are modeled as compressible elastic layers, whereas the subgrade is modeled as a Winkler foundation. The neural networks are trained to find moduli of elasticity of the constructed layers and a coefficient of subgrade reaction to accurately match a measured deflection profile. The method was verified by theoretically generated deflection profiles and falling weight deflectometer data measurements conducted at Edmonton Municipal Airport, Canada. For the theoretical deflection basins, the results of backcalculation were compared with actual elastic parameters, and excellent agreement was observed. The results of backcalculation using field test data were compared with the results obtained using WESDEF. Similar trends were observed for elastic parameters of all the pavement layers. The backcalculation procedure is implemented in a computer program called DIPLOBACK.


2012 ◽  
Vol 85 (5) ◽  
Author(s):  
Hualei Zhang ◽  
Marko P. J. Punkkinen ◽  
Börje Johansson ◽  
Levente Vitos

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