<p>U radu su analizirani uticaji parametara: klase dukktilnosti,<br />projektnog seizmičkog dejstva i spratnosti na seizmički odgovor AB<br />okvira projektovanih prema evropskim normama EN 1992 - 1 i EN 1998 -<br />1.Odgovor konstrukcije, dobijen primenom nelinearnih statičkih i<br />dinamičkim metoda, je razmatran na globalnom, spratnom i lokalnom<br />nivou. Procena stanja je sprovedena pre svega direktnim poređenjem<br />zahteva rotacije tetiva stubova i greda okvira sa kapacitetom za dva<br />granična stanja prema EN 1998 - 3. Pored toga, upoređeni su zahtevi sa<br />kapacitetom u pogledu duktilnosti krivina kritičnih poprečnih<br />preseka i zahtevi odnosa međuspratnog pomeranja i spratne visine sa<br />tipičnim vrednostima za očekivani nivo oštećenja konstrukcije.</p> / <p>The paper analyzed influence of parameters: ductility class, design seismic<br />actions and the number of story on seismic response of RC frames designed<br />according to EN 1992-1 and EN 1998-1. Seismic response, obtained using<br />nonlinear static and dinamic methods, at global, storey and local levels was<br />discussed. Assessment was carried out primarly by direct comparison chord<br />rotation RC frames columns and beams demands with a capacity of two limit<br />states according to EN 1998-3. In addition, curvature ductility critical regions<br />demands and capacitiy and inter storey drift demands and tipical values for<br />expected level of structural damage, were compared.</p>
| Identifer | oai:union.ndltd.org:uns.ac.rs/oai:CRISUNS:(BISIS)95695 |
| Date | 04 December 2015 |
| Creators | Radujković Aleksandra |
| Contributors | Lađinović Đorđe, Folić Radomir, Brčić Stanko, Kovačević Dušan, Brujić Zoran |
| Publisher | Univerzitet u Novom Sadu, Fakultet tehničkih nauka u Novom Sadu, University of Novi Sad, Faculty of Technical Sciences at Novi Sad |
| Source Sets | University of Novi Sad |
| Language | Serbian |
| Detected Language | Unknown |
| Type | PhD thesis |
Page generated in 0.0024 seconds