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Mechanical properties of masonry as required for the seismic resistance verification

Davorin Penava   ORCID icon orcid.org/0000-0001-7539-4639 ; University of Osijek, Faculty of Civil Engineering, Drinska 16a, HR-31000 Osijek, Croatia
Ivan Radić ; University of Osijek, Faculty of Civil Engineering, Drinska 16a, HR-31000 Osijek, Croatia
Goran Gazić ; University of Osijek, Faculty of Civil Engineering, Drinska 16a, HR-31000 Osijek, Croatia
Vladimir Sigmund ; University of Osijek, Faculty of Civil Engineering, Drinska 16a, HR-31000 Osijek, Croatia

Puni tekst: engleski, pdf (392 KB) str. 273-280 preuzimanja: 333* citiraj
APA 6th Edition
Penava, D., Radić, I., Gazić, G. i Sigmund, V. (2011). Mechanical properties of masonry as required for the seismic resistance verification. Tehnički vjesnik, 18 (2), 273-280. Preuzeto s https://hrcak.srce.hr/69594
MLA 8th Edition
Penava, Davorin, et al. "Mechanical properties of masonry as required for the seismic resistance verification." Tehnički vjesnik, vol. 18, br. 2, 2011, str. 273-280. https://hrcak.srce.hr/69594. Citirano 20.01.2020.
Chicago 17th Edition
Penava, Davorin, Ivan Radić, Goran Gazić i Vladimir Sigmund. "Mechanical properties of masonry as required for the seismic resistance verification." Tehnički vjesnik 18, br. 2 (2011): 273-280. https://hrcak.srce.hr/69594
Harvard
Penava, D., et al. (2011). 'Mechanical properties of masonry as required for the seismic resistance verification', Tehnički vjesnik, 18(2), str. 273-280. Preuzeto s: https://hrcak.srce.hr/69594 (Datum pristupa: 20.01.2020.)
Vancouver
Penava D, Radić I, Gazić G, Sigmund V. Mechanical properties of masonry as required for the seismic resistance verification. Tehnički vjesnik [Internet]. 2011 [pristupljeno 20.01.2020.];18(2):273-280. Dostupno na: https://hrcak.srce.hr/69594
IEEE
D. Penava, I. Radić, G. Gazić i V. Sigmund, "Mechanical properties of masonry as required for the seismic resistance verification", Tehnički vjesnik, vol.18, br. 2, str. 273-280, 2011. [Online]. Dostupno na: https://hrcak.srce.hr/69594. [Citirano: 20.01.2020.]
Puni tekst: hrvatski, pdf (392 KB) str. 273-280 preuzimanja: 476* citiraj
APA 6th Edition
Penava, D., Radić, I., Gazić, G. i Sigmund, V. (2011). Mehanička svojstva ziđa za provjeru seizmičke otpornosti. Tehnički vjesnik, 18 (2), 273-280. Preuzeto s https://hrcak.srce.hr/69594
MLA 8th Edition
Penava, Davorin, et al. "Mehanička svojstva ziđa za provjeru seizmičke otpornosti." Tehnički vjesnik, vol. 18, br. 2, 2011, str. 273-280. https://hrcak.srce.hr/69594. Citirano 20.01.2020.
Chicago 17th Edition
Penava, Davorin, Ivan Radić, Goran Gazić i Vladimir Sigmund. "Mehanička svojstva ziđa za provjeru seizmičke otpornosti." Tehnički vjesnik 18, br. 2 (2011): 273-280. https://hrcak.srce.hr/69594
Harvard
Penava, D., et al. (2011). 'Mehanička svojstva ziđa za provjeru seizmičke otpornosti', Tehnički vjesnik, 18(2), str. 273-280. Preuzeto s: https://hrcak.srce.hr/69594 (Datum pristupa: 20.01.2020.)
Vancouver
Penava D, Radić I, Gazić G, Sigmund V. Mehanička svojstva ziđa za provjeru seizmičke otpornosti. Tehnički vjesnik [Internet]. 2011 [pristupljeno 20.01.2020.];18(2):273-280. Dostupno na: https://hrcak.srce.hr/69594
IEEE
D. Penava, I. Radić, G. Gazić i V. Sigmund, "Mehanička svojstva ziđa za provjeru seizmičke otpornosti", Tehnički vjesnik, vol.18, br. 2, str. 273-280, 2011. [Online]. Dostupno na: https://hrcak.srce.hr/69594. [Citirano: 20.01.2020.]

Sažetak
Despite the extensive use of masonry in different types of construction, this material has not been investigated as much as other materials. Results obtained from different sources are general and for each particular use its characteristics have to be determined separately. Although the stress state in masonry is very complex and cannot be easily simulated in experiments, the properties obtained by simple experiments that investigate the basic failure modes of masonry could be used for a more accurate prediction of its non-linear behavior and failure. The outlined extended testing of masonry mechanical properties in plane has been necessary for obtaining the parameters needed for the non-linear numerical analysis of the masonry behavior under in-plane lateral loading. Presented data could be used as initial required values for masonry as used in Croatia. They represent the main input data for any further analysis of masonry buildings made of hollow-clay blocks and they could be used as a good reference for designers, brick industry and masonry builders in Croatia.

Ključne riječi
hollow-clay units; masonry; mechanical properties; simple tests

Hrčak ID: 69594

URI
https://hrcak.srce.hr/69594

[hrvatski]

Posjeta: 1.163 *