Pregled bibliografske jedinice broj: 301577
Indeksi nosivosti i deformabilnosti za procjenu stanja i ojačanja građevina
Indeksi nosivosti i deformabilnosti za procjenu stanja i ojačanja građevina // Okrugli stol: Potresno inženjerstvo, Multimedijalna dvorana GF Mostar, BH / GF Mostar (ur.).
Mostar: Građevinski fakultet Mostar, Sveučilište u Mostaru, 2007. str. 1-54 (pozvano predavanje, nije recenziran, pp prezentacija, znanstveni)
CROSBI ID: 301577 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Indeksi nosivosti i deformabilnosti za procjenu stanja i ojačanja građevina
(Strength and Deformability Index for Building State Evaluation)
Autori
Sigmund, Vladimir ; Brana, Petar
Vrsta, podvrsta i kategorija rada
Sažeci sa skupova, pp prezentacija, znanstveni
Izvornik
Okrugli stol: Potresno inženjerstvo, Multimedijalna dvorana GF Mostar, BH
/ GF Mostar - Mostar : Građevinski fakultet Mostar, Sveučilište u Mostaru, 2007, 1-54
Skup
Okrugli stol: Potresno inženjerstvo
Mjesto i datum
Mostar, Bosna i Hercegovina, 08.06.2007
Vrsta sudjelovanja
Pozvano predavanje
Vrsta recenzije
Nije recenziran
Ključne riječi
utvrđivanje stanja; procjena zahtjeva; indeksi nosivosti i ponašanja; ojačanje; procjena kvaliteta izvedenih radova
(structural state evaluation; demands; strength; deformability; strengthening)
Sažetak
In order to evaluate and improve seismic capacity of existing buildings ‘ seismic safety evaluation’ and ‘ retrofitting’ are very important tasks. Engineers make these evaluations with different methods, from too simple to too sophisticated ones. The presented method combines experimental data and engineering knowledge for evaluation of the seismic safety factors and expected structural performance under strong events. It makes distinction between the structures with problems and those without problems and is a quick way to check the behavior of structures against expected seismic demands. The method could also be used for choice of the optimal strengthening method and for verification of the quality of performed strengthening works. Proposed methodology can be considered as a useful engineering tool to provide a base for the planning of measures of restoration and reinforcement and to check their success. It roughly covers three vulnerability assessment levels required in the EC8: general stability, strength capacity and lateral displacements capacity.
Izvorni jezik
Hrvatski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Projekti:
149-1492966-1536 - Seizmički proračun okvirnih konstrukcija s ispunom (Sigmund, Vladimir, MZOS ) ( CroRIS)
Ustanove:
Građevinski i arhitektonski fakultet Osijek