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https://doi.org/10.14256/JCE.1612.2016

Assessing safety of a railway stone arch bridge by experimental and numerical analyses

Shervan Ataei
Amin Miri
Meysam Jahangiri

Puni tekst: engleski, pdf (1 MB) str. 1017-1029 preuzimanja: 265* citiraj
APA 6th Edition
Ataei, S., Miri, A. i Jahangiri, M. (2017). Assessing safety of a railway stone arch bridge by experimental and numerical analyses. Građevinar, 69 (11.), 1017-1029. https://doi.org/10.14256/JCE.1612.2016
MLA 8th Edition
Ataei, Shervan, et al. "Assessing safety of a railway stone arch bridge by experimental and numerical analyses." Građevinar, vol. 69, br. 11., 2017, str. 1017-1029. https://doi.org/10.14256/JCE.1612.2016. Citirano 27.09.2020.
Chicago 17th Edition
Ataei, Shervan, Amin Miri i Meysam Jahangiri. "Assessing safety of a railway stone arch bridge by experimental and numerical analyses." Građevinar 69, br. 11. (2017): 1017-1029. https://doi.org/10.14256/JCE.1612.2016
Harvard
Ataei, S., Miri, A., i Jahangiri, M. (2017). 'Assessing safety of a railway stone arch bridge by experimental and numerical analyses', Građevinar, 69(11.), str. 1017-1029. https://doi.org/10.14256/JCE.1612.2016
Vancouver
Ataei S, Miri A, Jahangiri M. Assessing safety of a railway stone arch bridge by experimental and numerical analyses. Građevinar [Internet]. 2017 [pristupljeno 27.09.2020.];69(11.):1017-1029. https://doi.org/10.14256/JCE.1612.2016
IEEE
S. Ataei, A. Miri i M. Jahangiri, "Assessing safety of a railway stone arch bridge by experimental and numerical analyses", Građevinar, vol.69, br. 11., str. 1017-1029, 2017. [Online]. https://doi.org/10.14256/JCE.1612.2016
Puni tekst: hrvatski, pdf (1 MB) str. 1017-1029 preuzimanja: 63* citiraj
APA 6th Edition
Ataei, S., Miri, A. i Jahangiri, M. (2017). Ocjena sigurnosti kamenog lučnog željezničkog mosta eksperimentalnim i numeričkim analizama. Građevinar, 69 (11.), 1017-1029. https://doi.org/10.14256/JCE.1612.2016
MLA 8th Edition
Ataei, Shervan, et al. "Ocjena sigurnosti kamenog lučnog željezničkog mosta eksperimentalnim i numeričkim analizama." Građevinar, vol. 69, br. 11., 2017, str. 1017-1029. https://doi.org/10.14256/JCE.1612.2016. Citirano 27.09.2020.
Chicago 17th Edition
Ataei, Shervan, Amin Miri i Meysam Jahangiri. "Ocjena sigurnosti kamenog lučnog željezničkog mosta eksperimentalnim i numeričkim analizama." Građevinar 69, br. 11. (2017): 1017-1029. https://doi.org/10.14256/JCE.1612.2016
Harvard
Ataei, S., Miri, A., i Jahangiri, M. (2017). 'Ocjena sigurnosti kamenog lučnog željezničkog mosta eksperimentalnim i numeričkim analizama', Građevinar, 69(11.), str. 1017-1029. https://doi.org/10.14256/JCE.1612.2016
Vancouver
Ataei S, Miri A, Jahangiri M. Ocjena sigurnosti kamenog lučnog željezničkog mosta eksperimentalnim i numeričkim analizama. Građevinar [Internet]. 2017 [pristupljeno 27.09.2020.];69(11.):1017-1029. https://doi.org/10.14256/JCE.1612.2016
IEEE
S. Ataei, A. Miri i M. Jahangiri, "Ocjena sigurnosti kamenog lučnog željezničkog mosta eksperimentalnim i numeričkim analizama", Građevinar, vol.69, br. 11., str. 1017-1029, 2017. [Online]. https://doi.org/10.14256/JCE.1612.2016

Sažetak
Bridge response to predefined loading schemes is described and recorded by instrumenting the structure with deflectometers and accelerometers. Test results suggest that although vertical deflections of mid-spans are almost constant for all crossing speeds, the root mean square of acceleration values are positively correlated with the crossing speed. Field test results are then used to calibrate and verify the 3D finite element model of the bridge, and the latter is employed to assess behaviour of the structure at the serviceability limit state.

Ključne riječi
masonry arch bridge; finite element model; serviceability limit state; ultimate limit state

Hrčak ID: 192090

URI
https://hrcak.srce.hr/192090

[hrvatski]

Posjeta: 398 *