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Pregledni rad
https://doi.org/10.14256/JCE.1383.2015

Numerical model for analysis of stress-ribbon bridges

Jure Radnić
Domagoj Matešan
Domagoj Buklijaš-Kobojević

Puni tekst: engleski, pdf (1 MB) str. 959-973 preuzimanja: 1.235* citiraj
APA 6th Edition
Radnić, J., Matešan, D. i Buklijaš-Kobojević, D. (2015). Numerical model for analysis of stress-ribbon bridges. Građevinar, 67 (10.), 959-973. https://doi.org/10.14256/JCE.1383.2015
MLA 8th Edition
Radnić, Jure, et al. "Numerical model for analysis of stress-ribbon bridges." Građevinar, vol. 67, br. 10., 2015, str. 959-973. https://doi.org/10.14256/JCE.1383.2015. Citirano 04.12.2020.
Chicago 17th Edition
Radnić, Jure, Domagoj Matešan i Domagoj Buklijaš-Kobojević. "Numerical model for analysis of stress-ribbon bridges." Građevinar 67, br. 10. (2015): 959-973. https://doi.org/10.14256/JCE.1383.2015
Harvard
Radnić, J., Matešan, D., i Buklijaš-Kobojević, D. (2015). 'Numerical model for analysis of stress-ribbon bridges', Građevinar, 67(10.), str. 959-973. https://doi.org/10.14256/JCE.1383.2015
Vancouver
Radnić J, Matešan D, Buklijaš-Kobojević D. Numerical model for analysis of stress-ribbon bridges. Građevinar [Internet]. 2015 [pristupljeno 04.12.2020.];67(10.):959-973. https://doi.org/10.14256/JCE.1383.2015
IEEE
J. Radnić, D. Matešan i D. Buklijaš-Kobojević, "Numerical model for analysis of stress-ribbon bridges", Građevinar, vol.67, br. 10., str. 959-973, 2015. [Online]. https://doi.org/10.14256/JCE.1383.2015
Puni tekst: hrvatski, pdf (1 MB) str. 959-973 preuzimanja: 365* citiraj
APA 6th Edition
Radnić, J., Matešan, D. i Buklijaš-Kobojević, D. (2015). Numerički model za analizu prednapetih provješenih mostova. Građevinar, 67 (10.), 959-973. https://doi.org/10.14256/JCE.1383.2015
MLA 8th Edition
Radnić, Jure, et al. "Numerički model za analizu prednapetih provješenih mostova." Građevinar, vol. 67, br. 10., 2015, str. 959-973. https://doi.org/10.14256/JCE.1383.2015. Citirano 04.12.2020.
Chicago 17th Edition
Radnić, Jure, Domagoj Matešan i Domagoj Buklijaš-Kobojević. "Numerički model za analizu prednapetih provješenih mostova." Građevinar 67, br. 10. (2015): 959-973. https://doi.org/10.14256/JCE.1383.2015
Harvard
Radnić, J., Matešan, D., i Buklijaš-Kobojević, D. (2015). 'Numerički model za analizu prednapetih provješenih mostova', Građevinar, 67(10.), str. 959-973. https://doi.org/10.14256/JCE.1383.2015
Vancouver
Radnić J, Matešan D, Buklijaš-Kobojević D. Numerički model za analizu prednapetih provješenih mostova. Građevinar [Internet]. 2015 [pristupljeno 04.12.2020.];67(10.):959-973. https://doi.org/10.14256/JCE.1383.2015
IEEE
J. Radnić, D. Matešan i D. Buklijaš-Kobojević, "Numerički model za analizu prednapetih provješenih mostova", Građevinar, vol.67, br. 10., str. 959-973, 2015. [Online]. https://doi.org/10.14256/JCE.1383.2015

Sažetak
A newly developed numerical model for the analysis of stress-ribbon bridges under the short-term (static and dynamic) and long-term loads and actions is presented in the paper. The model can simulate main nonlinear effects of the behaviour of these structures, including nonlinear behaviour of materials, change in the structure geometry, phased construction, prestressing, etc. Basic solutions for the stress-ribbon bridge over the Cetina River near Zadvarje, and some results of its calculation using the developed numerical model, are presented.

Ključne riječi
stress-ribbon bridge; numerical model; static analysis; dynamic analysis; analysis for long-term loading and actions

Hrčak ID: 148193

URI
https://hrcak.srce.hr/148193

[hrvatski]

Posjeta: 1.770 *