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Earthquake resistant reinforced concrete frame structures

Ivan Tomičić

Puni tekst: hrvatski, pdf (232 KB) str. 25-32 preuzimanja: 3.526* citiraj
APA 6th Edition
Tomičić, I. (2000). Seizmički otporne armiranobetonske okvirne konstrukcije. Građevinar, 52 (01.), 25-32. Preuzeto s https://hrcak.srce.hr/13104
MLA 8th Edition
Tomičić, Ivan. "Seizmički otporne armiranobetonske okvirne konstrukcije." Građevinar, vol. 52, br. 01., 2000, str. 25-32. https://hrcak.srce.hr/13104. Citirano 27.09.2020.
Chicago 17th Edition
Tomičić, Ivan. "Seizmički otporne armiranobetonske okvirne konstrukcije." Građevinar 52, br. 01. (2000): 25-32. https://hrcak.srce.hr/13104
Harvard
Tomičić, I. (2000). 'Seizmički otporne armiranobetonske okvirne konstrukcije', Građevinar, 52(01.), str. 25-32. Preuzeto s: https://hrcak.srce.hr/13104 (Datum pristupa: 27.09.2020.)
Vancouver
Tomičić I. Seizmički otporne armiranobetonske okvirne konstrukcije. Građevinar [Internet]. 2000 [pristupljeno 27.09.2020.];52(01.):25-32. Dostupno na: https://hrcak.srce.hr/13104
IEEE
I. Tomičić, "Seizmički otporne armiranobetonske okvirne konstrukcije", Građevinar, vol.52, br. 01., str. 25-32, 2000. [Online]. Dostupno na: https://hrcak.srce.hr/13104. [Citirano: 27.09.2020.]

Sažetak
Two methods for the design of frames made of prefabricated elements are presented. The first one, the force reduction method, has already been accepted in national and European standards and is often applied in practice. The more recent method, i.e. the interstory displacement selection method, is the result of latest research efforts, and its objective is to ensure better performance and higher competitiveness of reinforced-concrete frames made of prefabricated elements with ductile joints. The requirements and recommendations given in European prestandards ENV 1992 and ENV 1998 are presented.

Ključne riječi
prefabricated frame structures; seismic design; force reduction method; interstory displacement selection method; ductile joint

Hrčak ID: 13104

URI
https://hrcak.srce.hr/13104

[hrvatski]

Posjeta: 4.101 *