Zobrazeno 1 - 10
of 84
pro vyhledávání: '"Damian Beben"'
Publikováno v:
Remote Sensing, Vol 12, Iss 17, p 2745 (2020)
Conventional measurement technologies of transportation infrastructures consist of discrete surveys which can be inconvenient in practice. Furthermore, data obtained using these methods are restricted to several points (or elements) placed on the obs
Externí odkaz:
https://doaj.org/article/95a5f79dfddc4d33a9aaf13a9359c516
Autor:
Damian Beben
Publikováno v:
Journal of Environmental Engineering and Landscape Management, Vol 20, Iss 1 (2018)
The paper characterizes the problem of preservation of wildlife animals in connection with extension of transportation road systems. The constantly evolving transportation infrastructure in Europe, especially in its Midwestern part, on one hand conne
Externí odkaz:
https://doaj.org/article/d803e738470b42c8a45e8da755f07ea1
Autor:
Damian Beben
Publikováno v:
The Baltic Journal of Road and Bridge Engineering, Vol 12, Iss 1 (2017)
The subject of the article is a three-dimensional numerical analysis of the impact of backfill quality on the deformation of corrugated steel plate culvert. In the numerical analysis, the author took into consideration three different backfill types.
Externí odkaz:
https://doaj.org/article/d7b60d01a812426fa286e1d4810ab0b4
Publikováno v:
Geosciences, Vol 9, Iss 10, p 448 (2019)
There have only been a limited number of analyses of soil−steel bridges under seismic and anthropogenic (rockburst) excitations. Rockbursts are phenomena similar to low-intensity natural earthquakes. They can be observed in Poland (Upper and Lower
Externí odkaz:
https://doaj.org/article/c21978d2d8cc492b847e4e65b9ce44cb
Autor:
Damian Beben, Adam Stryczek
Publikováno v:
Journal of Civil Engineering and Management, Vol 22, Iss 5 (2016)
The paper presents a numerical analysis of corrugated steel plate (CSP) bridge with reinforced concrete (RC) relieving slab under static loads. Calculations were made based on the finite element method using Abaqus software. Two computation models we
Externí odkaz:
https://doaj.org/article/17932e1c9865409fa19f9470958d9b0c
Autor:
Damian Beben
Publikováno v:
The Baltic Journal of Road and Bridge Engineering, Vol 4, Iss 1, Pp 13-21 (2009)
The paper presents a numerical analysis of the soil-steel bridge which was also thoroughly tested under real field loads (during backfilling and under static loads). The comparison of results from calculations and field tests was also presented in th
Externí odkaz:
https://doaj.org/article/c7be87260cfe4a688abf4f0932bf2bf8
Autor:
Damian Beben, Tomasz Maleska
Publikováno v:
Materials; Volume 16; Issue 2; Pages: 650
Soil–steel composite bridges typically range from 3 to 32 m, and they can be applied as an effective alternative for reinforced concrete bridges with short spans. They are able to meet the same design and safety requirements as traditional bridges
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::50f6c7cb88d56d28c8c5c9c90a0852ff
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783031268786
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::664ee9b479affb849c2f700da7755535
https://doi.org/10.1007/978-3-031-26879-3_11
https://doi.org/10.1007/978-3-031-26879-3_11
Autor:
Jakub Mączka, Grzegorz Pyc, Jan Kowalewski, Aleksandra Dąbrowska, Damian Bęben, Maria Dudzik, Kornel Majewski, Kinga Pakos, Kamila Durmała, Urszula Sielicka
Publikováno v:
Quality in Sport, Vol 23 (2024)
Introduction and objective: Athlete’s performance depends both on training and nutrition. Although athletes analyze macronutrients intake, micronutrients are often omitted, with sodium among them. It is proven to boost performance, due to its hy
Externí odkaz:
https://doaj.org/article/ee8ac9abaecf40d48a599e19efdf33d7
Autor:
Damian Beben, Tomasz Maleska
Publikováno v:
Soil Dynamics and Earthquake Engineering. 166:107744
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ac3a0a94c9331de57e708ed37b6552e3
https://doi.org/10.1016/j.soildyn.2022.107744
https://doi.org/10.1016/j.soildyn.2022.107744