Zobrazeno 1 - 10
of 387
pro vyhledávání: '"Helmut Schweiger"'
Autor:
Judit Rejtő, Helmut Schweiger, Verena Berg, Christoph J. Hofbauer, Gerhard Schuster, Karl Zwiauer, Birgit M. Reipert, Cihan Ay, Clemens Feistritzer, Peter Allacher, Ingrid Pabinger
Publikováno v:
Blood Advances. 6:946-958
Previous studies identified nonneutralizing FVIII-specific antibodies in the circulation of severe and nonsevere hemophilia A (sHA and nsHA) patients without FVIII inhibitors and also in some healthy individuals. To gain a better understanding of the
Autor:
Georg Michael Ausweger, Stephan Seiwald, Helmut Schweiger, Roman Marte, Helfried Breymann, Florian Kainz
Publikováno v:
Geomechanics and Tunnelling. 14:158-172
Autor:
Amy D. Shapiro, B. Gangadharan, J. Bowen, Christoph Male, Helmut Schweiger, C. J. Hofbauer, Verena Berg, Elena Santagostino, Michael Recht, Margaret V. Ragni, Janice M. Staber, Deborah L Brown, Jenny Klintman, Shannon L. Meeks, Birgit M. Reipert, Karin Fijnvandraat, Hassan M. Yaish, Jan Blatny, Catherine E. McGuinn, Eric S. Mullins, Vlad C. Radulescu
Publikováno v:
Blood Adv
Blood advances, 4(22), 5785-5796. American Society of Hematology
Blood advances, 4(22), 5785-5796. American Society of Hematology
Preventing factor VIII (FVIII) inhibitors following replacement therapies with FVIII products in patients with hemophilia A remains an unmet medical need. Better understanding of the early events of evolving FVIII inhibitors is essential for risk ide
Publikováno v:
geotechnik. 43:160-172
Publikováno v:
Canadian Geotechnical Journal. 57:785-800
The use of mixed-in-place (MIP) columns can be considered as an attractive alternative to sheet pile, diaphragm or bored pile walls for supporting deep excavations, even in difficult ground conditions. In this paper, results from a numerical study ba
Publikováno v:
Geomechanics and Tunnelling. 12:306-317
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 10, Iss 6, Pp 1091-1101 (2018)
In recent years, finite element analyses have increasingly been utilized for slope stability problems. In comparison to limit equilibrium methods, numerical analyses do not require any definition of the failure mechanism a priori and enable the deter
Determination of earth pressures is one of the fundamental tasks in geotechnical engineering. Although many different methods have been utilized to present passive earth pressure coefficients, the influence of non-associated plasticity on the passive
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2d6bf43505c825cee20c0137e618da07
https://hss-opus.ub.ruhr-uni-bochum.de/opus4/files/9807/SchmuedderichChristoph21052021.pdf
https://hss-opus.ub.ruhr-uni-bochum.de/opus4/files/9807/SchmuedderichChristoph21052021.pdf
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 147
This paper presents a comprehensive study of the load transfer mechanism of a soil anchor during pullout test. The anchor was monitored with fiber optic sensors installed along the tendon a...
Autor:
Laurin Hauser, Helmut Schweiger
Publikováno v:
Challenges and Innovations in Geomechanics ISBN: 9783030645137
The simulation of cone penetration tests (CPT) poses still a challenge to numerical modelling because large deformations and large displacements have to be considered. In this work the Particle Finite Element Method code G-PFEM, which employs an upda
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0bec443b1322f681272a4a911b78b13f
https://doi.org/10.1007/978-3-030-64514-4_11
https://doi.org/10.1007/978-3-030-64514-4_11