prikaz prve stranice dokumenta Cyclic testing of single bay confined masonry walls with various connection details
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Cyclic testing of single bay confined masonry walls with various connection details
Bulletin of Earthquake Engineering, 13 (2015), 2; 565-586. https://doi.org/10.1007/s10518-014-9627-8
Matošević, Đurđica; Sigmund, Vladimir; Guljaš, Ivica

Institucijski repozitorij: Repozitorij GrAFOS

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Matošević, Đ., Sigmund, V. i Guljaš, I. (2015). Cyclic testing of single bay confined masonry walls with various connection details. Bulletin of Earthquake Engineering, 13. (2), 565-586. doi: 10.1007/s10518-014-9627-8

Matošević, Đurđica, et al. "Cyclic testing of single bay confined masonry walls with various connection details." Bulletin of Earthquake Engineering, vol. 13, br. 2, 2015, str. 565-586. https://doi.org/10.1007/s10518-014-9627-8

Matošević, Đurđica, Vladimir Sigmund i Ivica Guljaš. "Cyclic testing of single bay confined masonry walls with various connection details." Bulletin of Earthquake Engineering 13, br. 2 (2015): 565-586. https://doi.org/10.1007/s10518-014-9627-8

Matošević, Đ., Sigmund, V. i Guljaš, I. (2015) 'Cyclic testing of single bay confined masonry walls with various connection details', Bulletin of Earthquake Engineering, 13(2), str. 565-586. doi: 10.1007/s10518-014-9627-8

Matošević Đ, Sigmund V, Guljaš I. Cyclic testing of single bay confined masonry walls with various connection details. Bulletin of Earthquake Engineering [Internet]. 2015. [pristupljeno 03.12.2024.];13(2):565-586. doi: 10.1007/s10518-014-9627-8

Đ. Matošević, V. Sigmund i I. Guljaš, "Cyclic testing of single bay confined masonry walls with various connection details", Bulletin of Earthquake Engineering, vol. 13, br. 2, str. 565-586, 2015. [Online]. Dostupno na: https://urn.nsk.hr/urn:nbn:hr:133:241520. [Citirano: 03.12.2024.]

Za citiranje koristite ovu mrežnu adresu: https://urn.nsk.hr/urn:nbn:hr:133:241520
Podaci o radu
Naslov (engleski)Cyclic testing of single bay confined masonry walls with various connection details
AutorĐurđica Matošević
AutorVladimir Sigmund
AutorIvica Guljaš
Autorova ustanovaSveučilište Josipa Jurja Strossmayera u Osijeku
Građevinski i arhitektonski fakultet Osijek
Znanstveno / umjetničko
područje, polje i grana		TEHNIČKE ZNANOSTI
Građevinarstvo
Sažetak (engleski)
The test results of nine confined masonry wall specimens, with three different connection details between the masonry and the tie-columns and one unreinforced masonry wall, are presented. The specimens were executed and were tested under constant vertical and cyclic lateral loads. Failure modes, hysteresis loops, resistance envelope curves, averaged evaluated bilinear response envelope curves and behaviour factors were all obtained. Confinement brought an increase in the stiffness, lateral load capacity, ductility and hysteretic energy dissipation of the walls. The connection details did not influence the initial stiffness or themaximum lateral resistance, but they did improve the nonlinearwall behaviour, behaviour factors and hysteretic energy dissipation. They also helped in activating the whole wall for lateral load resistance and maintained its composite behaviour well into the nonlinear range. The measured behaviour factors of all the specimens were above the values suggested by the Eurocodes. The analytical expressions available differed from the prediction quality of the measured results.
Ključne riječi (engleski)
Jezikengleski
Vrsta publikacijeZnanstveni rad - Izvorni znanstveni rad
Status objaveObjavljen
Vrsta recenzijeRecenziran
Verzija publikacijeObjavljena verzija rada (izdavačev PDF)
Naslov časopisaBulletin of Earthquake Engineering
Brojčani podacivol. 13, br. 2, str. 565-586
p-ISSN1570-761X
e-ISSN1573-1456
DOIhttps://doi.org/10.1007/s10518-014-9627-8
URN:NBNurn:nbn:hr:133:241520
Datum objave publikacije2015
URL dokumentahttps://link.springer.com/article/10.1007/s10518-014-9627-8
Vrsta resursaTekst
Prava pristupaOtvoreni pristup
Uvjeti korištenjaIkona licence Imenovanje 4.0 međunarodna (CC BY 4.0)
Datum i vrijeme pohrane2018-05-10 11:14:09