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Vitezslav Stembera
Vitezslav Stembera
在 tuwien.ac.at 的电子邮件经过验证
标题
引用次数
引用次数
年份
Finite element analysis of structures, principles and praxis
I Němec, V Kolař, I Ševčík, Z Vlk, J Blaauwendraat, J Buček, B Teplý, ...
Shaker-Verlag, Aachen, 2010
292010
Numerical model of the human cardiovascular system–Korotkoff sound simulation
F Maršík, S Převorovská, Z Brož, V Štembera
Cardiovascular Engineering: An International Journal 4, 193-199, 2004
92004
DKMQ24 shell element with improved membrane behaviour
V Štembera, J Füssl
Finite Elements in Analysis and Design 175, 103341, 2020
62020
Finite element analysis of structures: principles and praxis
I Nemec, V Kolar, I Sevcik, Z Vlk, J Blaauwendraad, J Bucek, B Teply, ...
Shaker Verlag, 2010
62010
Self-excited oscillations of elastic tubes induced by fluid-structure interactin
V Štembera
Univerzita Karlova, Matematicko-fyzikální fakulta, 2010
22010
Mode I bearing capacity of notched timber beams: Reliable modeling techniques via VCCT for practical use
J Kunecký, V Štembera, G Hochreiner
Engineering Structures 318, 118657, 2024
12024
Optimization of CZM parameters of Norway spruce tested in mode I using multistart simplex method
J Kunecký, V Štembera, M Kloiber, M Hataj, V Sebera
Engineering Fracture Mechanics 310, 110430, 2024
2024
The performance of the DK (Discrete Kirchhoff) and DKM (Discrete Kirchhoff-Mindlin) shell element classes in the upper bound finite-element-based limit analysis and in the …
V Štembera
arXiv preprint arXiv:2310.13519, 2023
2023
EFFICIENT PREDICTION OF THE PLASTIC COLLAPSE OF STRUCTURES
V Štembera
ENGINEERING MECHANICS 2022 124 (1), 1-6, 2022
2022
Fast calculation of collapse load of shell structures
V Štembera
Západočeská univerzita v Plzni, 2018
2018
Fluid structure interaction in fully collapsible tubes
F Maršík, V Štembera, H Chlup, J Hemza
HEFAT 2011, 2011
2011
CEREBROSPINAL FLUID FLOW IN CERVICAL SPINAL CANAL
A Kaczmarská, Z Štěpáník, H Jeřábková, P Vaněk, V Štembera, F Maršík, ...
Journal of Biomechanics, S359, 2008
2008
Performance of the Dk and Dkm Shell Elements in the Upper Bound, and the Sequential, Finite-Element Based Limit Analysis
V Štembera
Finite-Element Based Limit Analysis, 0
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