Pregled bibliografske jedinice broj: 479915
EXPERIMENTAL TESTS OF CONFINED MASONRY WALLS
EXPERIMENTAL TESTS OF CONFINED MASONRY WALLS // FOURTEENTH EUROPEAN CONFERENCE ON EARTHQUAKE ENGINEERING / Garevski Mihail (ur.).
Ohrid: MAEE, Macedonian Association for Earthquake Engineering, 2010. str. 346-1 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 479915 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
EXPERIMENTAL TESTS OF CONFINED MASONRY WALLS
Autori
Sigmund, Vladimir ; Matošević, Djurdjica ; Bošnjak-Klečina, Mirjana
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
FOURTEENTH EUROPEAN CONFERENCE ON EARTHQUAKE ENGINEERING
/ Garevski Mihail - Ohrid : MAEE, Macedonian Association for Earthquake Engineering, 2010, 346-1
ISBN
978-608-65185-1-6
Skup
14th Euaropean Conference on Earthquake Engineering
Mjesto i datum
Ohrid, Sjeverna Makedonija, 30.08.2010. - 03.09.2010
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
confined masonry; experimental tests; concrete/masonry interlocking; behavior
Sažetak
Buildings with confined masonry have performed favorably in the past earthquakes in fact much better than masonry structures. The calculation method for confined and unconfined masonry is the same. Concrete of the ties and ties itself remain as the second line of defense or additional safety that is not numerically taken into account. The objective of this study was to investigate the behavior of confined masonry walls under in-plane horizontal loads, especially different interface connections. For this purpose nine confined masonry walls were designed according to the Eurocode 6 and 8, modeled in a scale 1:1, 5 and tested under vertical and reversed cyclic horizontal loading. They represent three different interface connection types. The obtained results indicated that interlocking has influenced ductility of the monolithical behavior of observed structure while the obtained horizontal load capacity remaind the same.
Izvorni jezik
Engleski
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