Zobrazeno 1 - 10
of 24
pro vyhledávání: '"Mustafa Hrasnica"'
Autor:
Senad Medić, Mustafa Hrasnica
Publikováno v:
Buildings, Vol 11, Iss 10, p 472 (2021)
Low-rise residential and public masonry structures constitute a large portion of the building patrimony, yet they were erected during the massive reconstruction of Southeast Europe after World War II before any design rules existed in the engineering
Externí odkaz:
https://doaj.org/article/f1ecaac1872b4d02903c19714736a13a
Autor:
Naida Ademović, Mustafa Hrasnica
Publikováno v:
Građevinar, Vol 67, Iss 04., Pp 351-361 (2015)
A seismic assessment of a typical unreinforced masonry residential building without tie beams is presented in the paper. The numerical analysis was conducted according to the finite-element method using experimental data on the quality of the masonry
Externí odkaz:
https://doaj.org/article/849b6ac46f5f4aa59f4605d3d0c7e5bc
Publikováno v:
2nd Croatian Conference on Earthquake Engineering ‒ 2CroCEE.
This paper presents the methodology for seismic analysis of masonry structures that can be employed in commercial software packages such as SAP2000. The concept of elementary block which combines non-linear spring and linear shell elements is used fo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fd85fadff081949354e0662df4819463
https://doi.org/10.5592/co/2crocee.2023.114
https://doi.org/10.5592/co/2crocee.2023.114
Autor:
Senad Medić, Mustafa Hrasnica
Publikováno v:
2nd Croatian Conference on Earthquake Engineering ‒ 2CroCEE.
Unreinforced unconfined solid brick masonry walls were experimentally tested in full scale (233x241x25cm) and reduced scale (100x100x25cm) at the laboratory of the Institute for materials and structures, Faculty of Civil Engineering in Sarajevo. Cant
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::634d620b27ca76eaee1188e63491f861
https://doi.org/10.5592/co/2crocee.2023.102
https://doi.org/10.5592/co/2crocee.2023.102
Autor:
Enver Selimović, Hanka Hadžić, Goran Simonović, Sergey Churilov, Mustafa Hrasnica, Senad Medić
Publikováno v:
2nd Croatian Conference on Earthquake Engineering ‒ 2CroCEE.
Determination of dynamic properties of structures is the first step in assessing seismic response, and they can be measured in several ways. Controlling or knowing the input excitation usually applied by impact hammer or vibration shaker, typical for
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f5db40556c1e5579f1e4d5482a2adf48
https://doi.org/10.5592/co/2crocee.2023.101
https://doi.org/10.5592/co/2crocee.2023.101
Publikováno v:
1st Croatian Conference on Earthquake Engineering.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::12fe2cded8de894a49dd42c81554ae80
https://doi.org/10.5592/co/1crocee.2021.106
https://doi.org/10.5592/co/1crocee.2021.106
Publikováno v:
1st Croatian Conference on Earthquake Engineering.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::705af5a6e55f3ee9ea7af46a03d57304
https://doi.org/10.5592/co/1crocee.2021.102
https://doi.org/10.5592/co/1crocee.2021.102
Autor:
Mustafa Hrasnica, Senad Medić
Publikováno v:
1st Croatian Conference on Earthquake Engineering.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9aae5881e1d1087ddcf2ccdc0bbf0a15
https://doi.org/10.5592/co/1crocee.2021.137
https://doi.org/10.5592/co/1crocee.2021.137
Publikováno v:
Key Engineering Materials. 747:694-701
Unreinforced masonry structures are generally vulnerable to earthquake actions. Brittle masonry walls are very stiff and attract considerable seismic forces which cannot be sustained without cracking. In order to enhance ductility and load bearing ca
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1a7e42eea23d7ea49dbc65b3467f9968
https://doi.org/10.4028/www.scientific.net/kem.747.694
https://doi.org/10.4028/www.scientific.net/kem.747.694
Publikováno v:
Advanced Technologies, Systems, and Applications IV-Proceedings of the International Symposium on Innovative and Interdisciplinary Applications of Advanced Technologies (IAT 2019) ISBN: 9783030249854
Common building structures are designed to withstand the load that may occur during building service life. There are dead load and traffic loads of different characters, such as imposed load, wind load, snow load, earthquake load etc. However, specia
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::759924093f924d6fb8049d5053518a7e
https://doi.org/10.1007/978-3-030-24986-1_20
https://doi.org/10.1007/978-3-030-24986-1_20
