Inverse methods for asteroid orbit computation

2010 ◽  
Vol 45 ◽  
pp. 231-236
Author(s):  
D.A. Oszkiewicz ◽  
K. Muinonen ◽  
J. Virtanen ◽  
M. Granvik ◽  
T. Pieniluona
2009 ◽  
Vol 44 (12) ◽  
pp. 1853-1861 ◽  
Author(s):  
Mikael Granvik ◽  
Jenni Virtanen ◽  
Dagmara Oszkiewicz ◽  
Karri Muinonen

Asteroids III ◽  
2002 ◽  
pp. 27-44
Author(s):  
Edward Bowell ◽  
Jenni Virtanen ◽  
Karri Muinonen ◽  
Andrea Boattini

1966 ◽  
Vol 25 ◽  
pp. 363-371
Author(s):  
P. Sconzo

In this paper an orbit computation program for artificial satellites is presented. This program is operational and it has already been used to compute the orbits of several satellites.After an introductory discussion on the subject of artificial satellite orbit computations, the features of this program are thoroughly explained. In order to achieve the representation of the orbital elements over short intervals of time a drag-free perturbation theory coupled with a differential correction procedure is used, while the long range behavior is obtained empirically. The empirical treatment of the non-gravitational effects upon the satellite motion seems to be very satisfactory. Numerical analysis procedures supporting this treatment and experience gained in using our program are also objects of discussion.


Author(s):  
J. J. Gonzalez ◽  
P. Freton ◽  
M. Masquere ◽  
X. Franceries ◽  
F. Lago

2021 ◽  
pp. 1-1
Author(s):  
Guoyi Xu ◽  
Pragya Sharma ◽  
David Lee Hysell ◽  
Edwin Chihchuan Kan

2019 ◽  
Vol 19 (1) ◽  
pp. 215-239 ◽  
Author(s):  
Danny Smyl ◽  
Sven Bossuyt ◽  
Waqas Ahmad ◽  
Anton Vavilov ◽  
Dong Liu

The ability to reliably detect damage and intercept deleterious processes, such as cracking, corrosion, and plasticity are central themes in structural health monitoring. The importance of detecting such processes early on lies in the realization that delays may decrease safety, increase long-term repair/retrofit costs, and degrade the overall user experience of civil infrastructure. Since real structures exist in more than one dimension, the detection of distributed damage processes also generally requires input data from more than one dimension. Often, however, interpretation of distributed data—alone—offers insufficient information. For this reason, engineers and researchers have become interested in stationary inverse methods, for example, utilizing distributed data from stationary or quasi-stationary measurements for tomographic imaging structures. Presently, however, there are barriers in implementing stationary inverse methods at the scale of built civil structures. Of these barriers, a lack of available straightforward inverse algorithms is at the forefront. To address this, we provide 38 least-squares frameworks encompassing single-state, two-state, and joint tomographic imaging of structural damage. These regimes are then applied to two emerging structural health monitoring imaging modalities: Electrical Resistance Tomography and Quasi-Static Elasticity Imaging. The feasibility of the regimes are then demonstrated using simulated and experimental data.


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