Zobrazeno 1 - 10
of 28
pro vyhledávání: '"Senad Medić"'
Publikováno v:
Građevinar, Vol 72, Iss 03., Pp 237-252 (2020)
The interaction between geogrid/wire fabric reinforcement and fill material in reinforced earth walls, as well as its quantification, is a complex problem that depends on a number of factors. This paper presents and discusses state of the art related
Externí odkaz:
https://doaj.org/article/0af87572339c4556adc597d33ba0e825
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
Publikováno v:
Geotextiles and Geomembranes. 51:390-404
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
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
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
Publikováno v:
2nd Croatian Conference on Earthquake Engineering ‒ 2CroCEE.
In this study, nonlinear static pushover and dynamic time-history analyses of a typical masonry building situated on Palmotićeva street in downtown Zagreb were performed. The building was erected in 1922 before any seismic codes were introduced in p
Publikováno v:
Geotextiles and Geomembranes. 46:726-738
This paper presents the details of experimental and numerical analysis performed on three 0.8 m-high reinforced earth model walls with strip footing surcharge near the wall facing. The study investigates how wire mesh strength and geometry affect the
Publikováno v:
1st Croatian Conference on Earthquake Engineering.
Publikováno v:
1st Croatian Conference on Earthquake Engineering.