Zobrazeno 1 - 10
of 247
pro vyhledávání: '"J Eibl"'
Publikováno v:
Structural Dynamics ISBN: 9780203738085
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::02709c651f7d1bff23a2aa2c1af1d714
https://doi.org/10.1201/9780203738085-10
https://doi.org/10.1201/9780203738085-10
Publikováno v:
Chest. 161:A220
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5453b406ea757728d4df2be40dabde6b
https://doi.org/10.1016/j.chest.2021.12.251
https://doi.org/10.1016/j.chest.2021.12.251
Publikováno v:
Wound Repair and Regeneration. 13:A28-A48
Introduction: Currently freeze-dried, gamma-sterilized, or glycerol-preserved amniotic membranes are widely used. However, it is not clear whether this devitalized state is the optimal application form. Therefore within this study the ideal condition
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::74ca966c6f55c1dce2d64158f41b71ba
https://doi.org/10.1111/j.1067-1927.2005.130216am.x
https://doi.org/10.1111/j.1067-1927.2005.130216am.x
Publikováno v:
Journal of Engineering Mechanics. 133:523-533
The subject of this article is the numerical simulation of concrete under explosive loading using a meshbased and a meshfree discretization technique. The presented techniques are verified by experimental data. Experimental evidence suggests that the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d9ad6ccac771fed6fc36c80ec05f2166
https://doi.org/10.1061/(asce)0733-9399(2007)133:5(523)
https://doi.org/10.1061/(asce)0733-9399(2007)133:5(523)
Autor:
T C Tai, J Grandbois, D Ansell, James Crispo, Phong Thanh Nguyen, S Khurana, J Eibl, Heather Peltsch
Publikováno v:
The Journal of endocrinology. 227(2)
Prenatal exposure to glucocorticoids (GCs) programs for hypertension later in life. The aim of the current study was to examine the impact of prenatal GC exposure on the postnatal regulation of the gene encoding for phenylethanolamineN-methyltransfer
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d2246ec74c84aa01cb74008c19bb644c
https://pubmed.ncbi.nlm.nih.gov/26475702
https://pubmed.ncbi.nlm.nih.gov/26475702
Autor:
Timon Rabczuk, J. Eibl
Publikováno v:
International Journal of Impact Engineering. 32:1878-1897
This paper studies the dynamic failure of concrete structures under blast and impact loading. We will propose a model which can capture many important effects when concrete is subjected to high dynamic loading conditions and large deformations. These
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::90af6335da902c67b13636c71f630775
https://doi.org/10.1016/j.ijimpeng.2005.02.008
https://doi.org/10.1016/j.ijimpeng.2005.02.008
Autor:
Norbert J. Krutzik, J. Eibl
Publikováno v:
Nuclear Engineering and Design. 235:1789-1798
Shocks on building structures due to impact loads (drop of wreckage and heavy masses from accidents, transport operations, explosions, etc.), especially in case of a postulated aircraft crash, may lead to feasibility problems due to high-induced vibr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::536104b1610ac9148a003ef131dd5ff8
https://doi.org/10.1016/j.nucengdes.2005.05.025
https://doi.org/10.1016/j.nucengdes.2005.05.025
Publikováno v:
International Journal of Solids and Structures. 42:1327-1354
This paper describes a two-dimensional approach to model fracture of reinforced concrete structures under (increasing) static loading conditions. The first part is dedicated to the concrete material. The concrete is described in compression by a non-
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::eb754b4338e978839498d3e612f9d736
https://doi.org/10.1016/j.ijsolstr.2004.07.019
https://doi.org/10.1016/j.ijsolstr.2004.07.019
Autor:
J. Eibl, Timon Rabczuk
Publikováno v:
International Journal of Solids and Structures. 41:1061-1080
The topic of this paper is the analysis of prestressed concrete beams under quasistatic loading. Therefore, a coupled element free Galerkin finite element approach is chosen. The concrete is modeled with particles and the reinforcement with beam elem
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0ad96e0bb359baecd7ca0be3fcdc2015
https://doi.org/10.1016/j.ijsolstr.2003.09.040
https://doi.org/10.1016/j.ijsolstr.2003.09.040