prikaz prve stranice dokumenta Cyclic testing of single bay confined masonry walls with various connection details
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Scientific paper - Original scientific paper
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

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Matošević, Đ., Sigmund, V. & 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, no. 2, 2015, pp. 565-586. https://doi.org/10.1007/s10518-014-9627-8

Matošević, Đurđica, Vladimir Sigmund and Ivica Guljaš. "Cyclic testing of single bay confined masonry walls with various connection details." Bulletin of Earthquake Engineering 13, no. 2 (2015): 565-586. https://doi.org/10.1007/s10518-014-9627-8

Matošević, Đ., Sigmund, V. and Guljaš, I. (2015) 'Cyclic testing of single bay confined masonry walls with various connection details', Bulletin of Earthquake Engineering, 13(2), pp. 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 [cited 2024 April 13];13(2):565-586. doi: 10.1007/s10518-014-9627-8

Đ. Matošević, V. Sigmund and I. Guljaš, "Cyclic testing of single bay confined masonry walls with various connection details", Bulletin of Earthquake Engineering, vol. 13, no. 2, pp. 565-586, 2015. [Online]. Available at: https://urn.nsk.hr/urn:nbn:hr:133:241520. [Accessed: 13 April 2024]

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Metadata
Title (english)Cyclic testing of single bay confined masonry walls with various connection details
AuthorĐurđica Matošević
AuthorVladimir Sigmund
AuthorIvica Guljaš
Author's institutionJosip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Abstract (english)
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.
Keywords (english)
Languageenglish
Publication typeScientific paper - Original scientific paper
Publication statusPublished
Peer reviewPeer review
Publication versionPublished version
Journal titleBulletin of Earthquake Engineering
Numberingvol. 13, no. 2, pp. 565-586
p-ISSN1570-761X
e-ISSN1573-1456
DOIhttps://doi.org/10.1007/s10518-014-9627-8
URN:NBNurn:nbn:hr:133:241520
Publication2015
Document URLhttps://link.springer.com/article/10.1007/s10518-014-9627-8
Type of resourceText
Access conditionsOpen access
Terms of useLicence Attribution 4.0 International (CC BY 4.0) icon
Created on2018-05-10 11:14:09