Zobrazeno 1 - 10
of 12
pro vyhledávání: '"Vlastislav Salajka"'
Autor:
Viktor Kanický, Robert Kořínek, Vlastislav Salajka, Jaromír Knejzlík, Zdeněk Kaláb, Petr Hradil
Publikováno v:
Acta Montanistica Slovaca, Vol 14, Iss 2, Pp 143-151 (2009)
A dynamic behaviour of technological structures and buildings under a non-stationary dynamic loading is investigatedby technical seismicity. The solution of this problem is based on field seismic measurements using a specific source of technicalseism
Externí odkaz:
https://doaj.org/article/5492dd635b0c4aa4bbf4074747e5e665
Publikováno v:
INTERNATIONAL CONFERENCE OF NUMERICAL ANALYSIS AND APPLIED MATHEMATICS ICNAAM 2019.
Numerical approach using the FEM has been used to model the behavior of a composite concrete−steel structure exposed to fire. Geometry of the structure is considered as a simply supported beam, which supports the slab. Fire load has been defined by
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5a32ad15545b931021e785757c8a95a2
https://doi.org/10.1063/5.0026880
https://doi.org/10.1063/5.0026880
Autor:
Vladimír Adamec, Barbora Schüllerová, Otto Plasek, Miroslava Hruzikova, Petr Guziur, Vlastislav Salajka, Petr Hradil
Publikováno v:
Road and Rail Infrastructure V.
Paper discusses the methodology of the planning process for railway buffer stops The general procedure to choose the appropriate type of the buffer stop to fulfil demands on kinetic energy absorbing and acceptable risk is presented. The static and dy
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::41583bbf2340e2718c9ec5f25d16012f
https://doi.org/10.5592/co/cetra.2018.836
https://doi.org/10.5592/co/cetra.2018.836
Publikováno v:
Applied Mechanics and Materials. :1247-1250
The paper deals with the seismic analysis of safety related structures of an operating nuclear power plant. At present time the nuclear power plants of VVER-400/213 type operate for over thirty years and there are arising requirements to verify the a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a6c3a7ea5a806a2781e45fd4e46871ef
https://doi.org/10.4028/www.scientific.net/amm.284-287.1247
https://doi.org/10.4028/www.scientific.net/amm.284-287.1247
Publikováno v:
Advanced Materials Research. 428:165-168
The paper describes the dynamics analysis of the timber truss tower structure located near Bohdaneč village. Regular static analysis and response on dynamic wind action detailed calculations of tower was performed. Article contents description of el
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2b847d75573651a0442f5283a0bb1b99
https://doi.org/10.4028/www.scientific.net/amr.428.165
https://doi.org/10.4028/www.scientific.net/amr.428.165
Publikováno v:
MATEC Web of Conferences. 2017, vol. 107, p. 01-08.
MATEC Web of Conferences, Vol 107, p 00013 (2017)
MATEC Web of Conferences, Vol 107, p 00013 (2017)
Radar interferometry measurements were used to determine the dynamic response of two bridges. The dynamic excitation was performed via trucks crossing the road bumps placed upon each structure. From the relevant records we then determined the spectra
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c5869bf8f4c862b69ae9a97f12809c9d
https://doi.org/10.1051/matecconf/201710700013
https://doi.org/10.1051/matecconf/201710700013
Publikováno v:
MATEC Web of Conferences, Vol 107, p 00018 (2017)
A procedure for the numerical analysis of the dynamic response during the passage of railway vehicles is described. The solution is based on the finite element method (FEM), which is used for the calculation of track stresses. An FEM model was used w
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0abfdd5ba5a0516ee05d598d8fb80444
https://doi.org/10.1051/matecconf/201710700018
https://doi.org/10.1051/matecconf/201710700018
Publikováno v:
MATEC Web of Conferences, Vol 107, p 00010 (2017)
MATEC Web of Conferences. 2017, vol. 107, p. 01-06.
MATEC Web of Conferences. 2017, vol. 107, p. 01-06.
The load-bearing structures of footbridges are designed to be slender and feature spans of considerable length. It can be expected that the natural frequencies of such load-bearing structures range from 0.5 Hz to 5.0 Hz. These low natural frequencies
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::90c5ebf2d5ffe6238d38ec50ffd24e6e
https://doi.org/10.1051/matecconf/201710700010
https://doi.org/10.1051/matecconf/201710700010
Publikováno v:
Scopus-Elsevier
Applied System Innovation: Proceedings of the 2015 International Conference on Applied System Innovation (ICASI 2015), May 22-27, 2015, Osaka, Japan
Applied System Innovation: Proceedings of the 2015 International Conference on Applied System Innovation (ICASI 2015), May 22-27, 2015, Osaka, Japan
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e7a0085fdc5d445c1b3e664c67871309
http://www.scopus.com/inward/record.url?eid=2-s2.0-85016712674&partnerID=MN8TOARS
http://www.scopus.com/inward/record.url?eid=2-s2.0-85016712674&partnerID=MN8TOARS
Publikováno v:
Scopus-Elsevier
Safety and Reliability of Complex Engineered Systems
Safety and Reliability of Complex Engineered Systems
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d6c5ac70a432d6a3f82a391e7aa0b43f
http://www.scopus.com/inward/record.url?eid=2-s2.0-84959020678&partnerID=MN8TOARS
http://www.scopus.com/inward/record.url?eid=2-s2.0-84959020678&partnerID=MN8TOARS