hrcak mascot   Srce   HID

Pregledni rad

Modeling earthquake-resistant reinforced-concrete frames

Ivan Tomičić

Puni tekst: hrvatski, pdf (208 KB) str. 449-455 preuzimanja: 2.024* citiraj
APA 6th Edition
Tomičić, I. (2003). Modeliranje seizmički otpornih armiranobetonskih okvira. Građevinar, 55 (08.), 449-455. Preuzeto s https://hrcak.srce.hr/10931
MLA 8th Edition
Tomičić, Ivan. "Modeliranje seizmički otpornih armiranobetonskih okvira." Građevinar, vol. 55, br. 08., 2003, str. 449-455. https://hrcak.srce.hr/10931. Citirano 01.10.2020.
Chicago 17th Edition
Tomičić, Ivan. "Modeliranje seizmički otpornih armiranobetonskih okvira." Građevinar 55, br. 08. (2003): 449-455. https://hrcak.srce.hr/10931
Harvard
Tomičić, I. (2003). 'Modeliranje seizmički otpornih armiranobetonskih okvira', Građevinar, 55(08.), str. 449-455. Preuzeto s: https://hrcak.srce.hr/10931 (Datum pristupa: 01.10.2020.)
Vancouver
Tomičić I. Modeliranje seizmički otpornih armiranobetonskih okvira. Građevinar [Internet]. 2003 [pristupljeno 01.10.2020.];55(08.):449-455. Dostupno na: https://hrcak.srce.hr/10931
IEEE
I. Tomičić, "Modeliranje seizmički otpornih armiranobetonskih okvira", Građevinar, vol.55, br. 08., str. 449-455, 2003. [Online]. Dostupno na: https://hrcak.srce.hr/10931. [Citirano: 01.10.2020.]

Sažetak
The assumption of seismic load by reinforced concrete frames, in cases when load can not be assumed by walls, is analyzed. The use of plastic theory in calculation is described and advantages of this theory are outlined. A special account is given of possible structural failure mechanisms. System modeling proposals aimed at obtaining the desired failure mechanism are presented. The author presents some recent theoretical studies, results of which have brought about changes in some standards, especially in the U.S.A.

Ključne riječi
reinforced-concrete frame; seismic resistance; plastic theory; plastic hinge; failure mechanism; ductility; regulations

Hrčak ID: 10931

URI
https://hrcak.srce.hr/10931

[hrvatski]

Posjeta: 2.288 *