Zobrazeno 1 - 10
of 28
pro vyhledávání: '"Paweł Boroń"'
Publikováno v:
Applied Sciences, Vol 12, Iss 14, p 7036 (2022)
In the paper, an advanced model of spatiotemporal mining-induced kinematic excitation (SMIKE) for multiple-support bridges exposed to mining-induced seismicity is proposed. The uniqueness of this model results from the possibility of its application
Externí odkaz:
https://doaj.org/article/557905b09e124d5298c5657b30c589e3
Publikováno v:
Energies, Vol 14, Iss 8, p 2062 (2021)
In this paper, a two-step tuning strategy of a finite element (FE) model of a bridge with pot bearings exposed to mining-triggered tremors of various intensities is proposed. In the study, a reinforced concrete bridge 160 m long is considered. Once t
Externí odkaz:
https://doaj.org/article/d70f1e15f28f4ceb8e7f655e54ec9663
Publikováno v:
Energies, Vol 13, Iss 16, p 4045 (2020)
In this paper, the dynamic responses of a large-scale multiple-support road viaduct to mining-induced seismic events registered in two regions of mining activity were compared. The regions differ in geological structure, which results in discrepancie
Externí odkaz:
https://doaj.org/article/c433b76b588145afa5151a6e23477d2d
Publikováno v:
MATERIAŁY BUDOWLANE. 1:8-12
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::180f46b18acaa113f2568a1a4bafbf0a
https://doi.org/10.15199/33.2022.04.02
https://doi.org/10.15199/33.2022.04.02
Autor:
Paweł Boroń, Joanna M. Dulinska
Publikováno v:
Czasopismo Techniczne. :97-108
Assessing the dynamic response of a steel pipeline to a strong vertical mining tremor using the multiple support response spectrum method
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b5e7e426f1a8cc38c5c18c42660dd01d
https://doi.org/10.4467/2353737xct.19.024.10160
https://doi.org/10.4467/2353737xct.19.024.10160
Publikováno v:
Energies; Volume 14; Issue 8; Pages: 2062
Energies, Vol 14, Iss 2062, p 2062 (2021)
Energies, Vol 14, Iss 2062, p 2062 (2021)
In this paper, a two-step tuning strategy of a finite element (FE) model of a bridge with pot bearings exposed to mining-triggered tremors of various intensities is proposed. In the study, a reinforced concrete bridge 160 m long is considered. Once t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::18c3393afa7a587dca4e7566ed2251cf
Publikováno v:
Energies; Volume 13; Issue 16; Pages: 4045
Energies, Vol 13, Iss 4045, p 4045 (2020)
Energies, Vol 13, Iss 4045, p 4045 (2020)
In this paper, the dynamic responses of a large-scale multiple-support road viaduct to mining-induced seismic events registered in two regions of mining activity were compared. The regions differ in geological structure, which results in discrepancie
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7957a111f76ea772674009eca2681246
Autor:
Bartosz Marszalek, Paweł Boroń, Barbara Gil, Stanislaw Dzwigaj, Lucjan Chmielarz, Małgorzata Rutkowska
Publikováno v:
ChemSusChem. 12:692-705
Various temperature-programmed techniques were used as tools in mechanistic studies of selective catalytic reduction (SCR) of NO with ammonia in the presence of Fe-containing BEA zeolites. Moreover, FTIR studies of adsorbed NH3 and NO were conducted
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::16edf3384137658855521d27a172e132
https://doi.org/10.1002/cssc.201801883
https://doi.org/10.1002/cssc.201801883
Publikováno v:
Vibroengineering PROCEDIA. 13:142-147
In the paper, the dynamic analysis of a concrete gravity dam was presented. The paper concerns the nonlinear dynamic analysis of an existing concrete dam subjected to a real moderate seismic shock calculated by time history analysis. The linear, elas
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::44c928700adbfd03580ac68788822b1a
https://doi.org/10.21595/vp.2017.19057
https://doi.org/10.21595/vp.2017.19057
Autor:
Paweł Boroń, Joanna M. Dulinska
Publikováno v:
Procedia Engineering. 199:104-109
This paper presents the analysis of the dynamic response of a steel overground pipeline to a strong seismic shock. The scientific motivation of this study was to identify the response of connections of steel pipeline sections to a strong seismic shoc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1480d34331dda0d8df3878779c92a74e
https://doi.org/10.1016/j.proeng.2017.09.166
https://doi.org/10.1016/j.proeng.2017.09.166