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Prethodno priopćenje
https://doi.org/10.14256/JCE.1508.2015

Influence of horizontal curvature radius and bent skew angle on seismic response of RC bridges

Nina Serdar
Mladen Ulićević
Srđan Janković

Puni tekst: engleski, pdf (506 KB) str. 83-92 preuzimanja: 312* citiraj
APA 6th Edition
Serdar, N., Ulićević, M. i Janković, S. (2017). Influence of horizontal curvature radius and bent skew angle on seismic response of RC bridges. Građevinar, 69 (02.), 83-92. https://doi.org/10.14256/JCE.1508.2015
MLA 8th Edition
Serdar, Nina, et al. "Influence of horizontal curvature radius and bent skew angle on seismic response of RC bridges." Građevinar, vol. 69, br. 02., 2017, str. 83-92. https://doi.org/10.14256/JCE.1508.2015. Citirano 18.09.2020.
Chicago 17th Edition
Serdar, Nina, Mladen Ulićević i Srđan Janković. "Influence of horizontal curvature radius and bent skew angle on seismic response of RC bridges." Građevinar 69, br. 02. (2017): 83-92. https://doi.org/10.14256/JCE.1508.2015
Harvard
Serdar, N., Ulićević, M., i Janković, S. (2017). 'Influence of horizontal curvature radius and bent skew angle on seismic response of RC bridges', Građevinar, 69(02.), str. 83-92. https://doi.org/10.14256/JCE.1508.2015
Vancouver
Serdar N, Ulićević M, Janković S. Influence of horizontal curvature radius and bent skew angle on seismic response of RC bridges. Građevinar [Internet]. 2017 [pristupljeno 18.09.2020.];69(02.):83-92. https://doi.org/10.14256/JCE.1508.2015
IEEE
N. Serdar, M. Ulićević i S. Janković, "Influence of horizontal curvature radius and bent skew angle on seismic response of RC bridges", Građevinar, vol.69, br. 02., str. 83-92, 2017. [Online]. https://doi.org/10.14256/JCE.1508.2015
Puni tekst: hrvatski, pdf (504 KB) str. 83-92 preuzimanja: 137* citiraj
APA 6th Edition
Serdar, N., Ulićević, M. i Janković, S. (2017). Utjecaj horizontalne krivine i kuta kosine stupova na seizmički odziv ab mostova. Građevinar, 69 (02.), 83-92. https://doi.org/10.14256/JCE.1508.2015
MLA 8th Edition
Serdar, Nina, et al. "Utjecaj horizontalne krivine i kuta kosine stupova na seizmički odziv ab mostova." Građevinar, vol. 69, br. 02., 2017, str. 83-92. https://doi.org/10.14256/JCE.1508.2015. Citirano 18.09.2020.
Chicago 17th Edition
Serdar, Nina, Mladen Ulićević i Srđan Janković. "Utjecaj horizontalne krivine i kuta kosine stupova na seizmički odziv ab mostova." Građevinar 69, br. 02. (2017): 83-92. https://doi.org/10.14256/JCE.1508.2015
Harvard
Serdar, N., Ulićević, M., i Janković, S. (2017). 'Utjecaj horizontalne krivine i kuta kosine stupova na seizmički odziv ab mostova', Građevinar, 69(02.), str. 83-92. https://doi.org/10.14256/JCE.1508.2015
Vancouver
Serdar N, Ulićević M, Janković S. Utjecaj horizontalne krivine i kuta kosine stupova na seizmički odziv ab mostova. Građevinar [Internet]. 2017 [pristupljeno 18.09.2020.];69(02.):83-92. https://doi.org/10.14256/JCE.1508.2015
IEEE
N. Serdar, M. Ulićević i S. Janković, "Utjecaj horizontalne krivine i kuta kosine stupova na seizmički odziv ab mostova", Građevinar, vol.69, br. 02., str. 83-92, 2017. [Online]. https://doi.org/10.14256/JCE.1508.2015

Sažetak
The influence of horizontal curvature radius, bridge bents skew angle, and type of column bents, on the seismic response of bridges is studied in the paper. A total of eighteen frame-system bridges were analysed. More than 2700 nonlinear dynamic analyses were conducted for earthquake records matching a particular location by the magnitude, distance from fault, and foundation soil conditions. The response analysis shows that the system’s vulnerability increases with a decrease in curvature radius.

Ključne riječi
curved bridge; skewed bridge; probabilistic response model; intensity rating

Hrčak ID: 178164

URI
https://hrcak.srce.hr/178164

[hrvatski]

Posjeta: 565 *