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Prethodno priopćenje
https://doi.org/10.14256/JCE.2581.2018

Bending moment curvature relationship as an indicator of seismic resistance of older bridge piers

Mladen Srbić
Ana Mandić Ivanković
Tomislav Brozović

Puni tekst: engleski, pdf (2 MB) str. 481-488 preuzimanja: 75* citiraj
APA 6th Edition
Srbić, M., Mandić Ivanković, A. i Brozović, T. (2019). Bending moment curvature relationship as an indicator of seismic resistance of older bridge piers. Građevinar, 71 (06.), 481-488. https://doi.org/10.14256/JCE.2581.2018
MLA 8th Edition
Srbić, Mladen, et al. "Bending moment curvature relationship as an indicator of seismic resistance of older bridge piers." Građevinar, vol. 71, br. 06., 2019, str. 481-488. https://doi.org/10.14256/JCE.2581.2018. Citirano 18.09.2020.
Chicago 17th Edition
Srbić, Mladen, Ana Mandić Ivanković i Tomislav Brozović. "Bending moment curvature relationship as an indicator of seismic resistance of older bridge piers." Građevinar 71, br. 06. (2019): 481-488. https://doi.org/10.14256/JCE.2581.2018
Harvard
Srbić, M., Mandić Ivanković, A., i Brozović, T. (2019). 'Bending moment curvature relationship as an indicator of seismic resistance of older bridge piers', Građevinar, 71(06.), str. 481-488. https://doi.org/10.14256/JCE.2581.2018
Vancouver
Srbić M, Mandić Ivanković A, Brozović T. Bending moment curvature relationship as an indicator of seismic resistance of older bridge piers. Građevinar [Internet]. 2019 [pristupljeno 18.09.2020.];71(06.):481-488. https://doi.org/10.14256/JCE.2581.2018
IEEE
M. Srbić, A. Mandić Ivanković i T. Brozović, "Bending moment curvature relationship as an indicator of seismic resistance of older bridge piers", Građevinar, vol.71, br. 06., str. 481-488, 2019. [Online]. https://doi.org/10.14256/JCE.2581.2018
Puni tekst: hrvatski, pdf (524 KB) str. 481-488 preuzimanja: 78* citiraj
APA 6th Edition
Srbić, M., Mandić Ivanković, A. i Brozović, T. (2019). Odnos momenta savijanja i zakrivljenosti kao pokazatelj seizmičke otpornosti stupova starijih mostova. Građevinar, 71 (06.), 481-488. https://doi.org/10.14256/JCE.2581.2018
MLA 8th Edition
Srbić, Mladen, et al. "Odnos momenta savijanja i zakrivljenosti kao pokazatelj seizmičke otpornosti stupova starijih mostova." Građevinar, vol. 71, br. 06., 2019, str. 481-488. https://doi.org/10.14256/JCE.2581.2018. Citirano 18.09.2020.
Chicago 17th Edition
Srbić, Mladen, Ana Mandić Ivanković i Tomislav Brozović. "Odnos momenta savijanja i zakrivljenosti kao pokazatelj seizmičke otpornosti stupova starijih mostova." Građevinar 71, br. 06. (2019): 481-488. https://doi.org/10.14256/JCE.2581.2018
Harvard
Srbić, M., Mandić Ivanković, A., i Brozović, T. (2019). 'Odnos momenta savijanja i zakrivljenosti kao pokazatelj seizmičke otpornosti stupova starijih mostova', Građevinar, 71(06.), str. 481-488. https://doi.org/10.14256/JCE.2581.2018
Vancouver
Srbić M, Mandić Ivanković A, Brozović T. Odnos momenta savijanja i zakrivljenosti kao pokazatelj seizmičke otpornosti stupova starijih mostova. Građevinar [Internet]. 2019 [pristupljeno 18.09.2020.];71(06.):481-488. https://doi.org/10.14256/JCE.2581.2018
IEEE
M. Srbić, A. Mandić Ivanković i T. Brozović, "Odnos momenta savijanja i zakrivljenosti kao pokazatelj seizmičke otpornosti stupova starijih mostova", Građevinar, vol.71, br. 06., str. 481-488, 2019. [Online]. https://doi.org/10.14256/JCE.2581.2018

Sažetak
In seismic areas, it is recommended to design bridges characterized by ductile behaviour. A large number of existing bridges designed according to outdated standards, without guidelines for ductile behaviour detailing, can be found in seismically active areas. The level of ductility exhibited by these bridges is unknown. A crucial seismic performance indicator for older bridges with piers containing round reinforcing bars, i.e. the bending moment-curvature curve (M- curve), is considered in this paper. The results of analytical, experimental and numerical approaches for determining the M- curve are compared, and conclusions on the effect of round reinforcement slippage are presented.

Ključne riječi
seismic resistance; old bridge; bending moment; curvature; smooth reinforcement

Hrčak ID: 222877

URI
https://hrcak.srce.hr/222877

[hrvatski]

Posjeta: 228 *