Zobrazeno 1 - 10
of 26
pro vyhledávání: '"Naser Kabashi"'
ABRASION PARAMETER OF NATURAL STONE FOR PUBLIC INFRASTRUCTURE AND CORRELATIONS WITH OTHER PROPERTIES
Publikováno v:
e-Zbornik. Elektronički Zbornik Radova Građevinskog Fakulteta, Vol 13, Iss Special Issue, Pp 9-14 (2023)
The abrasion resistance is one of the crucial parameters to consider when evaluating natural stone for use in public infrastructure with light traffic. The assessment and evaluation of abrasion parameters can be carried out according to the EN 14157
Externí odkaz:
https://doaj.org/article/9a0a7a3c37cb44858f559b2a87b1e5d5
Publikováno v:
2nd Croatian Conference on Earthquake Engineering ‒ 2CroCEE.
Multi-story reinforced concrete structures in previous periods, in general, do not meet current seismic design code requirements, including the poor materials and execution of civil engineering works. In the scope of this, is analyzed the behavior of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::976adaa7b7b71bc3bf085f1a514d8d84
https://doi.org/10.5592/co/2crocee.2023.81
https://doi.org/10.5592/co/2crocee.2023.81
Publikováno v:
Civil Engineering Journal. 7:1235-1243
There are several reasons why civil and structural engineers should use Fiber Reinforced Polymer bars in concrete. The primary reason is durability, and other relevant parameters, high strength and, lightweight. Non-corrosive attributes make their us
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b6e9bed296ecf32846ba1e1e711d65ac
https://doi.org/10.28991/cej-2021-03091722
https://doi.org/10.28991/cej-2021-03091722
Publikováno v:
Proceedings of International Structural Engineering and Construction. 9
The various loading in different cases will result in different columns made of reinforced concrete having a unique behavior within the scope of bearing capacity of columns. Fiber-reinforced polymers sheets can be put to use for wrapping or jacketing
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e2382dd3ca98a1b6f4de233c570ad304
https://doi.org/10.14455/isec.2022.9(1).mat-14
https://doi.org/10.14455/isec.2022.9(1).mat-14
Publikováno v:
Civil Engineering Journal. 6:50-59
The replacement of conventional steel bars with GFRP or CFRP is one of the main topics discussed in this paper, including the main parameters and properties of the materials. The design procedures should account for the properties and will focus on t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5bbf2858c5071f004e3ad138acfb68b6
https://doi.org/10.28991/cej-2020-03091452
https://doi.org/10.28991/cej-2020-03091452
Autor:
Arton Dautaj, Naser Kabashi
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. 172:99-112
This paper describes an experimental programme in which seven reinforced concrete (RC) frames with masonry infill were tested under cyclic lateral loading. Based on the behaviour of the tested units, a new macromodel was developed based on a multi-st
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::940bd65a248abdab530b1e089320f796
https://doi.org/10.1680/jstbu.17.00155
https://doi.org/10.1680/jstbu.17.00155
Publikováno v:
1st Croatian Conference on Earthquake Engineering.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::192088a252986083d2f02cec34951638
https://doi.org/10.5592/co/1crocee.2021.243
https://doi.org/10.5592/co/1crocee.2021.243
Publikováno v:
European Journal of Environmental and Civil Engineering. 25:322-336
This work examines the potential strengthening effect of glass fibre-reinforced polymers (GFRPs) on masonry infilled reinforced concrete (RC) frames. The experimental investigation is conducted in ...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::403edced9cdd95a8cf19fd742a8424e3
https://doi.org/10.1080/19648189.2018.1528893
https://doi.org/10.1080/19648189.2018.1528893
Publikováno v:
Pollack Periodica. 13:141-150
Concrete beams reinforced with glass fiber-reinforced polymer bars exhibit large deflections and crack widths compared with concrete members reinforced with conventional steel. In this work, the cu...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::77841af41c3a2b1c5713cddf92afc74b
https://doi.org/10.1556/606.2018.13.3.14
https://doi.org/10.1556/606.2018.13.3.14
Publikováno v:
Engineering Structures. 165:27-37
An experimental investigation is conducted to study the behaviour of masonry-infilled reinforced concrete (RC) frames with various lateral strengths. In addition, we study the behaviour of masonry units when the masonry walls are erected after the RC
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::548f68074dd7b1ffaeb92a4c175cec4b
https://doi.org/10.1016/j.engstruct.2018.03.013
https://doi.org/10.1016/j.engstruct.2018.03.013