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Prethodno priopćenje
https://doi.org/10.14256/JCE.1205.2014

Dependence of RC high-rise buildings response on the earthquake intensity

Jelena Pejović
Srđan Janković

Puni tekst: engleski, pdf (574 KB) str. 749-759 preuzimanja: 499* citiraj
APA 6th Edition
Pejović, J. i Janković, S. (2015). Dependence of RC high-rise buildings response on the earthquake intensity. Građevinar, 67 (08.), 749-759. https://doi.org/10.14256/JCE.1205.2014
MLA 8th Edition
Pejović, Jelena i Srđan Janković. "Dependence of RC high-rise buildings response on the earthquake intensity." Građevinar, vol. 67, br. 08., 2015, str. 749-759. https://doi.org/10.14256/JCE.1205.2014. Citirano 24.09.2020.
Chicago 17th Edition
Pejović, Jelena i Srđan Janković. "Dependence of RC high-rise buildings response on the earthquake intensity." Građevinar 67, br. 08. (2015): 749-759. https://doi.org/10.14256/JCE.1205.2014
Harvard
Pejović, J., i Janković, S. (2015). 'Dependence of RC high-rise buildings response on the earthquake intensity', Građevinar, 67(08.), str. 749-759. https://doi.org/10.14256/JCE.1205.2014
Vancouver
Pejović J, Janković S. Dependence of RC high-rise buildings response on the earthquake intensity. Građevinar [Internet]. 2015 [pristupljeno 24.09.2020.];67(08.):749-759. https://doi.org/10.14256/JCE.1205.2014
IEEE
J. Pejović i S. Janković, "Dependence of RC high-rise buildings response on the earthquake intensity", Građevinar, vol.67, br. 08., str. 749-759, 2015. [Online]. https://doi.org/10.14256/JCE.1205.2014
Puni tekst: hrvatski, pdf (588 KB) str. 749-759 preuzimanja: 377* citiraj
APA 6th Edition
Pejović, J. i Janković, S. (2015). Ovisnost odziva armiranobetonskih visokih zgrada o mjeri intenziteta potresa. Građevinar, 67 (08.), 749-759. https://doi.org/10.14256/JCE.1205.2014
MLA 8th Edition
Pejović, Jelena i Srđan Janković. "Ovisnost odziva armiranobetonskih visokih zgrada o mjeri intenziteta potresa." Građevinar, vol. 67, br. 08., 2015, str. 749-759. https://doi.org/10.14256/JCE.1205.2014. Citirano 24.09.2020.
Chicago 17th Edition
Pejović, Jelena i Srđan Janković. "Ovisnost odziva armiranobetonskih visokih zgrada o mjeri intenziteta potresa." Građevinar 67, br. 08. (2015): 749-759. https://doi.org/10.14256/JCE.1205.2014
Harvard
Pejović, J., i Janković, S. (2015). 'Ovisnost odziva armiranobetonskih visokih zgrada o mjeri intenziteta potresa', Građevinar, 67(08.), str. 749-759. https://doi.org/10.14256/JCE.1205.2014
Vancouver
Pejović J, Janković S. Ovisnost odziva armiranobetonskih visokih zgrada o mjeri intenziteta potresa. Građevinar [Internet]. 2015 [pristupljeno 24.09.2020.];67(08.):749-759. https://doi.org/10.14256/JCE.1205.2014
IEEE
J. Pejović i S. Janković, "Ovisnost odziva armiranobetonskih visokih zgrada o mjeri intenziteta potresa", Građevinar, vol.67, br. 08., str. 749-759, 2015. [Online]. https://doi.org/10.14256/JCE.1205.2014

Sažetak
The relationship between the ground motion intensity measure, IM, and the engineering demand parameter, EDP, is analysed in the paper so as to identify and define the most efficient EDP-IM relationships for RC high-rise buildings. A 30-story RC high-rise building with the core wall structural system was selected as the reference building. 240 nonlinear time-history analyses were conducted for 60 ground motions on the spatial model of the building. The existing intensity measures were analyzed and the new ones – providing the most efficient relationships for RC buildings - were proposed.

Ključne riječi
high-rise RC buildings; intensity measure; engineering demand parameter; nonlinear time-history analysis

Hrčak ID: 144669

URI
https://hrcak.srce.hr/144669

[hrvatski]

Posjeta: 1.049 *