The problem of coupling between analytical solution and finite element method
- Standort
-
Deutsche Nationalbibliothek Frankfurt am Main
- Umfang
-
Online-Ressource
- Sprache
-
Englisch
- Anmerkungen
-
In: Digital Proceedings, International Conference on the Applications of Computer Science and Mathematics in Architecture and Civil Engineering : July 04 - 06 2012, Bauhaus-University Weimar, 11 S.
- Klassifikation
-
Mathematik
- Schlagwort
-
Angewandte Informatik
Angewandte Mathematik
Computerunterstütztes Verfahren
- Ereignis
-
Veröffentlichung
- (wo)
-
Weimar
- (wer)
-
Graduiertenkolleg 1462
- (wann)
-
2012
- Urheber
- Beteiligte Personen und Organisationen
- URN
-
urn:nbn:de:gbv:wim2-20170314-27730
- Rechteinformation
-
Der Zugriff auf das Objekt ist unbeschränkt möglich.
- Letzte Aktualisierung
-
14.08.2025, 10:49 MESZ
Datenpartner
Dieses Objekt wird bereitgestellt von:
Deutsche Nationalbibliothek. Bei Fragen zum Objekt wenden Sie sich bitte an den Datenpartner.
Deutsche Nationalbibliothek. Bei Fragen zum Objekt wenden Sie sich bitte an den Datenpartner.
Beteiligte
- Legatiuk, Dmitrii
- Bock, Sebastian
- Gürlebeck, Klaus
- Lahmer, Tom
- Werner, Frank
- Bauhaus-Universität Weimar
- Graduiertenkolleg 1462
Entstanden
- 2012
Ähnliche Objekte (12)
International Conference on the Applications of Computer Science and Mathematics in Architecture and Civil Engineering : July 04 - 06 2012, Bauhaus-University Weimar
Quantifying the quality of partial model coupling and its effect on the simulated structural behavior
New foundations for geometric algebra
On M-conformal mappings and geometric properties
influence of different data types for the estimation of hydromechanical parameters for a water retaining dam using synthetic data
Hyperbolic Laplace operator and the Weinstein equation in R3
Dependency of the influence of input parameters of BVI models on the initial excitations and speed ranges
Bauhaus isometry and fields
Some harmonic analysis on Möbius strip domains and the Klein bottle in Rn
On interpolation function of the Bernstein polynomials
Robustness in civil engineering - influences of the structural model on the evaluation of the structural robustness
The Clifford Fourier transform in real Clifford algebras
International Conference on the Applications of Computer Science and Mathematics in Architecture and Civil Engineering : July 04 - 06 2012, Bauhaus-University Weimar
Quantifying the quality of partial model coupling and its effect on the simulated structural behavior
New foundations for geometric algebra
On M-conformal mappings and geometric properties
influence of different data types for the estimation of hydromechanical parameters for a water retaining dam using synthetic data
Hyperbolic Laplace operator and the Weinstein equation in R3
Dependency of the influence of input parameters of BVI models on the initial excitations and speed ranges
Bauhaus isometry and fields
Some harmonic analysis on Möbius strip domains and the Klein bottle in Rn
On interpolation function of the Bernstein polynomials
Robustness in civil engineering - influences of the structural model on the evaluation of the structural robustness
The Clifford Fourier transform in real Clifford algebras
International Conference on the Applications of Computer Science and Mathematics in Architecture and Civil Engineering : July 04 - 06 2012, Bauhaus-University Weimar
Quantifying the quality of partial model coupling and its effect on the simulated structural behavior
New foundations for geometric algebra
On M-conformal mappings and geometric properties
influence of different data types for the estimation of hydromechanical parameters for a water retaining dam using synthetic data
Hyperbolic Laplace operator and the Weinstein equation in R3
Dependency of the influence of input parameters of BVI models on the initial excitations and speed ranges
Bauhaus isometry and fields
Some harmonic analysis on Möbius strip domains and the Klein bottle in Rn
On interpolation function of the Bernstein polynomials
Robustness in civil engineering - influences of the structural model on the evaluation of the structural robustness