Exact inversion of plane‐layered isotropic and anisotropic elastic media by the state‐space approach

Geophysics ◽  
1986 ◽  
Vol 51 (11) ◽  
pp. 2031-2050 ◽  
Author(s):  
Mark Meadows ◽  
Shimon Coen

Time‐domain state‐space inversion methods for non‐dispersive layered media have shown that acoustic impedance as a function of traveltime can be determined from a normally incident, plane, pressure‐wave source. The state‐space method is used here to determine the density and acoustic velocity separately as functions of depth by simultaneously inverting surface data measured at two precritical angles of incidence. The acoustic state‐space method is also applied to isotropic elastic media with normally incident P-waves and obliquely incident SH-wave sources, whereby the density, shear velocity, and compressional velocity are determined as functions of depth. The same parameters are recovered by modifying Shiva and Mendel's (1983) method for a single, obliquely incident P-wave source to accommodate a single SV-wave source, two P-wave sources, or data obtained from a previous (scalar) SH-wave inversion. Using data from multiple experiments eliminates nonuniqueness in the inversion procedure. We have extended the state‐space approach to generally anisotropic media to solve for the layer thicknesses, densities, elastic stiffness parameters, and symmetry axis rotation angles in each layer. Three‐component recording is required to identify the wave types at each interface and to downward continue the wave fields properly at depth. For transverse isotropy and all higher anisotropies, an [Formula: see text]-parameter search is required at each interface, where 1 ⩽ n ⩽ 25. This adds an inherent nonuniqueness to the inversion. However, for transverse isotropy, nonuniqueness does not appear to be a serious problem since the layer parameters are determined by a single‐parameter search of a monotonic function at each interface. It appears that slant stacking of multicomponent surface seismograms is applicable to generally anisotropic media and that methods that deal with noise and band limitations in acoustic media can be useful to anisotropic inversion as well.

Author(s):  
S. S. Law ◽  
Z. R. Lu

The dynamic responses of a prestressed Euler-Bernoulli beam due to sinusoidal excitation are calculated by the state space approach. The sensitivities of displacement and acceleration responses with respect to the prestressing force are then calculated in the time domain, and they are compared with those from using Newmark method [1]. Computation simulation with a simply supported prestressed beam illustrates that both the dynamic responses and sensitivities calculated from the state space method is more efficient and both methods have the same accuracy.


2019 ◽  
Vol 22 (11) ◽  
pp. 2375-2391
Author(s):  
Asad S Albostami ◽  
Zhangjian Wu ◽  
Lee S Cunningham

In this article, cross-laminated timber panels are investigated as a novel engineering application of the state-space approach. As cross-laminated timber is a laminated composite panel, the three-dimensional analytical method provided by the state-space approach offers the potential for improved accuracy over existing common approaches to the analysis of cross-laminated timber. Before focusing on the specific application to cross-laminated timber, the general theory of the state-space approach is outlined. The method is then applied to describe the behaviour of a number of cross-laminated timber panel configurations previously examined experimentally and analytically. In order to demonstrate the capability of the state-space approach in this application, the results are compared with those from various two-dimensional and three-dimensional analytical approaches and finite element modelling briefly. With a view to design, different failure criteria are explored to assess the ultimate strength of the cross-laminated timber panels. The state-space approach demonstrates its superior capability in capturing the nonlinear distribution of the elastic stresses through the thickness of the cross-laminated timber panels over a range of span-to-thickness ratios common in practical applications.


1979 ◽  
Vol 101 (2) ◽  
pp. 309-314 ◽  
Author(s):  
M. H. Hsiao ◽  
E. J. Haug ◽  
J. S. Arora

A state space method of optimal design of dynamic systems subjected to transient loads is developed and applied. In contrast to the conventional nonlinear programming approach of discretizing the time interval and constructing a high dimension nonlinear programming problem, a state space approach is employed which develops the sensitivity analysis and optimization algorithm in continuous state space, resorting to discretization only for efficient numerical integration of differential equations. A numerical comparison of the state space and conventional nonlinear programming methods is carried out for two test problems, in which the state space method requires only one-tenth the computing time reported for the nonlinear programming approach.


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