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Pregledni rad
Comparison of RC frames periods with the empiric expressions given in Eurocode 8
Hrvoje Draganić
orcid.org/0000-0001-5060-7781
; University of J. J. Strossmayer, Faculty of Civil Engineering, Crkvena 21, 31000 Osijek, Croatia
Marijana Hadzima-Nyarko
orcid.org/0000-0002-9500-7285
; University of J. J. Strossmayer, Faculty of Civil Engineering, Crkvena 21, 31000 Osijek, Croatia
Dragan Morić
; University of J. J. Strossmayer, Faculty of Civil Engineering, Crkvena 21, 31000 Osijek, Croatia
| Puni tekst: engleski, pdf (623 KB) | str. 93-100 | citiraj | |
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APA 6th Edition Draganić, H., Hadzima-Nyarko, M. i Morić, D. (2010). Comparison of RC frames periods with the empiric expressions given in Eurocode 8. Tehnički vjesnik, 17 (1), 93-100. Preuzeto s https://hrcak.srce.hr/50613 MLA 8th Edition Draganić, Hrvoje, et al. "Comparison of RC frames periods with the empiric expressions given in Eurocode 8." Tehnički vjesnik, vol. 17, br. 1, 2010, str. 93-100. https://hrcak.srce.hr/50613. Citirano 04.03.2021. Chicago 17th Edition Draganić, Hrvoje, Marijana Hadzima-Nyarko i Dragan Morić. "Comparison of RC frames periods with the empiric expressions given in Eurocode 8." Tehnički vjesnik 17, br. 1 (2010): 93-100. https://hrcak.srce.hr/50613 Harvard Draganić, H., Hadzima-Nyarko, M., i Morić, D. (2010). 'Comparison of RC frames periods with the empiric expressions given in Eurocode 8', Tehnički vjesnik, 17(1), str. 93-100. Preuzeto s: https://hrcak.srce.hr/50613 (Datum pristupa: 04.03.2021.) Vancouver Draganić H, Hadzima-Nyarko M, Morić D. Comparison of RC frames periods with the empiric expressions given in Eurocode 8. Tehnički vjesnik [Internet]. 2010 [pristupljeno 04.03.2021.];17(1):93-100. Dostupno na: https://hrcak.srce.hr/50613 IEEE H. Draganić, M. Hadzima-Nyarko i D. Morić, "Comparison of RC frames periods with the empiric expressions given in Eurocode 8", Tehnički vjesnik, vol.17, br. 1, str. 93-100, 2010. [Online]. Dostupno na: https://hrcak.srce.hr/50613. [Citirano: 04.03.2021.] |
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Sažetak
For the earthquake design of RC structures, period of vibration is not known immediately, and because of that the simplified expressions are given in the construction rules, which usually link the base period with the height of the construction. The aim of this paper is to verify these empirical expressions, which are given by different authors and Eurocode 8 and to conclude whether the expressions are good enough as a starting assumption for the design of earthquake resistant buildings. Most attention will be devoted to the RC frame structures. When modeling, besides the general requirements on the structures, typical requirements for particular types of structural systems will be applied. Results of the models and empirical expressions will be compared and the conclusion about applicability of the expressions will be drawn.
Ključne riječi
empirical expresions; Eurocode 8; periods of vibration; RC frames
Hrčak ID: 50613
URI
https://hrcak.srce.hr/50613
Moj profil
Srce