2007
DOI: 10.1007/s00190-007-0154-0
|View full text |Cite
|
Sign up to set email alerts
|

Numerical solution of the linearized fixed gravimetric boundary-value problem

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
3
1
1

Citation Types

0
11
0
1

Year Published

2011
2011
2019
2019

Publication Types

Select...
5
4

Relationship

0
9

Authors

Journals

citations
Cited by 50 publications
(12 citation statements)
references
References 20 publications
0
11
0
1
Order By: Relevance
“…(II) In the near future, we would like to apply Theorems 2.3 and 10.1 to provide numerical solutions of the linearized fixed gravimetric boundary value problem on the real Earth surface topography in the degenerate (non-coercive) case, generalizing Holota [12] and Čunderlík-Mikula-Mojzeš [7].…”
Section: Proof Of Theorem 23 Via Boutet De Monvel Calculusmentioning
confidence: 99%
“…(II) In the near future, we would like to apply Theorems 2.3 and 10.1 to provide numerical solutions of the linearized fixed gravimetric boundary value problem on the real Earth surface topography in the degenerate (non-coercive) case, generalizing Holota [12] and Čunderlík-Mikula-Mojzeš [7].…”
Section: Proof Of Theorem 23 Via Boutet De Monvel Calculusmentioning
confidence: 99%
“…De fato, esse também é um problema não-linear. Após a linearização (ČUNDERLÍK et al, 2008), o resultado é um PVCG gravimétrico fixo de derivada oblíqua, sendo a direção da derivada na superfície de contorno idêntica com a direção normal do vetor de gravidade normal gradU = γ (HECK,1989b).…”
Section: O Pvcg "Gravimétrico Fixo"unclassified
“…Concluding this summary it should be mentioned that instead of the analytical solutions also numerical solution procedures on the basis of boundary element methods (Klees, 1992(Klees, , 1998Lehmann, 1997;Lehmann and Klees, 1996;Klees et al, 2001;Čunderlík et al, 2008) or variational methods (Holota, 1997;Nesvadba et al, 2007) may be applied.…”
Section: Introductionmentioning
confidence: 98%