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Influence of the vertical component of earthquake on large span RC beams

Damir Varevac   ORCID icon orcid.org/0000-0002-0473-0639 ; J. J. Strossmayer University of Osijek, Faculty of Civil Engineering, Crkvena 21, 31000 Osijek, Croatia
Hrvoje Draganić   ORCID icon orcid.org/0000-0001-5060-7781 ; J. J. Strossmayer University of Osijek, Faculty of Civil Engineering, Crkvena 21, 31000 Osijek, Croatia
Goran Gazić ; J. J. Strossmayer University of Osijek, Faculty of Civil Engineering, Crkvena 21, 31000 Osijek, Croatia

Puni tekst: engleski, pdf (527 KB) str. 357-366 preuzimanja: 586* citiraj
APA 6th Edition
Varevac, D., Draganić, H. i Gazić, G. (2010). Influence of the vertical component of earthquake on large span RC beams. Tehnički vjesnik, 17 (3), 357-366. Preuzeto s https://hrcak.srce.hr/59650
MLA 8th Edition
Varevac, Damir, et al. "Influence of the vertical component of earthquake on large span RC beams." Tehnički vjesnik, vol. 17, br. 3, 2010, str. 357-366. https://hrcak.srce.hr/59650. Citirano 21.01.2020.
Chicago 17th Edition
Varevac, Damir, Hrvoje Draganić i Goran Gazić. "Influence of the vertical component of earthquake on large span RC beams." Tehnički vjesnik 17, br. 3 (2010): 357-366. https://hrcak.srce.hr/59650
Harvard
Varevac, D., Draganić, H., i Gazić, G. (2010). 'Influence of the vertical component of earthquake on large span RC beams', Tehnički vjesnik, 17(3), str. 357-366. Preuzeto s: https://hrcak.srce.hr/59650 (Datum pristupa: 21.01.2020.)
Vancouver
Varevac D, Draganić H, Gazić G. Influence of the vertical component of earthquake on large span RC beams. Tehnički vjesnik [Internet]. 2010 [pristupljeno 21.01.2020.];17(3):357-366. Dostupno na: https://hrcak.srce.hr/59650
IEEE
D. Varevac, H. Draganić i G. Gazić, "Influence of the vertical component of earthquake on large span RC beams", Tehnički vjesnik, vol.17, br. 3, str. 357-366, 2010. [Online]. Dostupno na: https://hrcak.srce.hr/59650. [Citirano: 21.01.2020.]

Sažetak
Most of the previous studies in the field of earthquake engineering have neglected the effects of vertical ground motion and are usually guided by horizontal motion. The EN1998 proposes action analysis of the vertical acceleration for certain types of elements and their length and their distance from the active fault. In this paper simply supported beams with various spans, 10, 15 and 20 m, are calculated for the action of real earthquakes with different intensities. Two typical cross sections were chosen: "T" cross section and rectangular cross section. The linear and nonlinear material models were used, and all the models were calculated using rigid and elastic supports. Through the combinations of these different spans, cross sections, material models and types of the supports, the influence and importance of the vertical component of the ground motion is estimated. Based on the results obtained it was concluded that there is a need for the application of vertical acceleration in the seismic analysis of these elements.

Ključne riječi
bending moment; earthquake; rectangular cross section; "T" cross section; vertical acceleration

Hrčak ID: 59650

URI
https://hrcak.srce.hr/59650

[hrvatski]

Posjeta: 900 *