Zobrazeno 1 - 10
of 25
pro vyhledávání: '"Marcin Tatara"'
Publikováno v:
Budownictwo i Architektura, Vol 13, Iss 2 (2014)
The paper presents the method and results of wind tunnel investigations of Strouhal number of stationary iced cable model of cable-stayed bridge. The investigations were performed in a Climatic Wind Tunnel Laboratory of the Czech Academy of Sciences
Externí odkaz:
https://doaj.org/article/45d5bc4c967840719f173df036679c51
Publikováno v:
Journal of Wind Engineering and Industrial Aerodynamics. 191:297-311
The study contributes to the explanation of flow behaviour and the basis of phenomena existing during two-dimensional airflow around an ice-accreted cylinder, representing the section model of a bridge cable. The geometrical features and flow charact
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::af53bd52183ac8ebeed7125af44831d9
https://doi.org/10.1016/j.jweia.2019.06.011
https://doi.org/10.1016/j.jweia.2019.06.011
Publikováno v:
Czasopismo Techniczne. :115-128
Model investigations of the aerodynamic coefficients of iced cables in cable-stayed bridges
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dc4cab19fdcf44a9a94c6597531c2b6f
https://doi.org/10.4467/2353737xct.19.083.10862
https://doi.org/10.4467/2353737xct.19.083.10862
Publikováno v:
Measurement. 183:109822
The paper presents a study on a vibration serviceability assessment of the cable-stayed Fiberline Bridge made entirely of Glass Fiber Reinforced Polymer (GFRP) based on ambient vibration tests. In situ monitoring in the vertical direction included mo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::09ebd67ec4081bec7eed5b4dbc7f5816
https://doi.org/10.1016/j.measurement.2021.109822
https://doi.org/10.1016/j.measurement.2021.109822
Publikováno v:
Journal of Wind Engineering and Industrial Aerodynamics. 205:104335
This study deals with the effects of wind turbulence on the mean aerodynamic drag, lift and moment coefficients of a stationary ice-accreted section model of a bridge cable for different wind angles of attack. The experiments were conducted in the Re
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dc9a6d536c3eb599b42c81633df3eb26
https://doi.org/10.1016/j.jweia.2020.104335
https://doi.org/10.1016/j.jweia.2020.104335
Publikováno v:
Journal of Civil Engineering, Environment and Architecture.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::794280724fc7887d1b9969ab13afeed1
https://doi.org/10.7862/rb.2017.141
https://doi.org/10.7862/rb.2017.141
Publikováno v:
MATEC Web of Conferences, Vol 107, p 00080 (2017)
This paper is concerned with the investigation of the Strouhal number ( St ) for a stationary iced cable model of cable-supported bridges using wind tunnel tests with respect to three principal angles of wind attack. The investigations were carried o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b6448dd0491e6e1a345c1ec2d8979f14
https://doaj.org/article/ffdf9e7b2ff64227bbf91106c8ec9404
https://doaj.org/article/ffdf9e7b2ff64227bbf91106c8ec9404
Publikováno v:
Budownictwo i Architektura, Vol 13, Iss 2 (2014)
The paper presents the method and results of wind tunnel investigations of Strouhal number of stationary iced cable model of cable-stayed bridge. The investigations were performed in a Climatic Wind Tunnel Laboratory of the Czech Academy of Sciences
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0fc387a9f2b15b99b33fc21af7c58e8f
https://doi.org/10.35784/bud-arch.1896
https://doi.org/10.35784/bud-arch.1896
Publikováno v:
MATEC Web of Conferences, Vol 262, p 10013 (2019)
The dynamic behavior of lively footbridge is a complex problem. Recently there were numerous publications and recommendations related to the dynamic nature of footbridge. The complicated procedure which was set in a number of instructions and standar
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::59163e6722ad7dcce43e4200df3768d2
https://doi.org/10.1051/matecconf/201926210013
https://doi.org/10.1051/matecconf/201926210013
Autor:
Marcin Tatara, Piotr Górski
Publikováno v:
Journal of Civil Engineering, Environment and Architecture (2016)
W niniejszym artykule przedstawiono sposób i wyniki badania płaskiego przepływu powietrza w śladzie aerodynamicznym za nieruchomym modelem oblodzonego cięgna mostu podwieszonego w zakresie liczby Reynoldsa od 2,7·104 do 6,4·104, przy średniej
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9d2ef12c11f84b6ee334b1e5a5381420
https://doi.org/10.7862/rb.2016.49
https://doi.org/10.7862/rb.2016.49