Zobrazeno 1 - 10
of 49
pro vyhledávání: '"R. Dungar"'
Autor:
R. Dungar
Publikováno v:
Geomechanical Modelling in Engineering Practice ISBN: 9780203753583
The formulation of the material model forms an important step in obtaining solutions for practical engineering problems and, once established, it can be employed in a numerical solution code suitable for the analysis of geomechanical structures, with
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f49cafcd8fbb210012e0c9d9ff0c517e
https://doi.org/10.1201/9780203753583-2
https://doi.org/10.1201/9780203753583-2
Autor:
R. Dungar
Publikováno v:
Geomechanical Modelling in Engineering Practice ISBN: 9780203753583
Geomechanical Modelling in Engineering Practice
Geomechanical Modelling in Engineering Practice
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b4c7143132b1ae4fe16762b87bd63018
https://doi.org/10.1201/9780203753583-3
https://doi.org/10.1201/9780203753583-3
Autor:
R. Dungar
Publikováno v:
Geomechanical Modelling in Engineering Practice ISBN: 9780203753583
Geomechanical Modelling in Engineering Practice
Geomechanical Modelling in Engineering Practice
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d60a823c5ab5c053e2a5a2e6598c5b5e
https://doi.org/10.1201/9780203753583-4
https://doi.org/10.1201/9780203753583-4
This text is taken from proceedings of the Third International Symposium on Numerical Models in Geomechanics, Niagara Falls, Canada, 8-11 May 1989.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1df2225b550813051fa8c90e84371050
https://doi.org/10.1201/9781003078548
https://doi.org/10.1201/9781003078548
Akademický článek
Tento výsledek nelze pro nepřihlášené uživatele zobrazit.
K zobrazení výsledku je třeba se přihlásit.
K zobrazení výsledku je třeba se přihlásit.
Autor:
R. Dungar
Publikováno v:
Advances in Engineering Software (1. 1:115-123
Autor:
P. J. L. Eldred, R. Dungar
Publikováno v:
Earthquake Engineering & Structural Dynamics. 6:123-138
Gravity platforms, together with associated regions of foundation and fluid, are idealized using the finite element method. Radiation of wave energy away from the platform region is modelled by appropriate damping applied to the boundary of the found
Publikováno v:
Earthquake Engineering & Structural Dynamics. 10:447-470
Measurements have been made of vibrations induced in the 180 m high Emosson arch dam in Switzerland3 by a system of mechanical eccentric-mass vibrators and by the natural wind. Details are given of the dam itself, the tests and the experimental resul
Autor:
R. Dungar
Publikováno v:
International Journal for Numerical Methods in Engineering. 13:93-107