Zobrazeno 1 - 10
of 13
pro vyhledávání: '"Arton Dautaj"'
Publikováno v:
Journal of Earthquake Engineering. 26:2660-2679
In this study is investigated the performance of different glass fibre-reinforced polymer strengthening schemes on infilled reinforced concrete (RC) frames. The main objective was to limit the dama...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b002dbe0bdd250187aedb1db514757db
https://doi.org/10.1080/13632469.2020.1777220
https://doi.org/10.1080/13632469.2020.1777220
Publikováno v:
International Journal of Advanced Structural Engineering, Vol 11, Iss 2, Pp 165-177 (2019)
The shear capacity of masonry-infilled reinforced concrete (RC) frames is determined experimentally by testing of five 2/3 scale, one story, one bay infilled RC frame specimens with varying degrees of separation between upper and lower portions of th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::88589974dbe126c46c6c601dc807327a
http://link.springer.com/article/10.1007/s40091-019-0223-7
http://link.springer.com/article/10.1007/s40091-019-0223-7
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:
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:
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
Publikováno v:
International Congress on Polymers in Concrete (ICPIC 2018) ISBN: 9783319781747
Concrete beams reinforced with glass fiber-reinforced polymer (GFRP) bars exhibit large deflections and crack widths compared with concrete members reinforced with conventional steel. Current design methods for predicting deflections under the loadin
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2ac22f7d41489c4c11b17d642d767163
https://doi.org/10.1007/978-3-319-78175-4_79
https://doi.org/10.1007/978-3-319-78175-4_79
Autor:
Arton Dautaj, Naser Kabashi
Publikováno v:
Journal of Civil Engineering and Environmental Sciences. :001-004
The new concrete Standards give rules for in situ checking if the hardened concrete in structure achieved the designed compressive strength according the request the class of concrete. Different concrete elements in structure request the different ac
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c9588a7109f9c03f8868259154d3d60a
https://doi.org/10.17352/2455-488x.000007
https://doi.org/10.17352/2455-488x.000007
Publikováno v:
Advanced Materials Research. 1129:298-303
Serviceability Limit States (SLS) may lead to the design of concrete elements internally reinforced with Fiber Reinforced Polymer (FRP).In many types of concrete structure loss the serviceability due to wide cracks, number of cracks or large deflecti
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c30a1e58c14adc57645b0c04d2e27626
https://doi.org/10.4028/www.scientific.net/amr.1129.298
https://doi.org/10.4028/www.scientific.net/amr.1129.298
Publikováno v:
Advanced Materials Research. :997-1004
The behaviour of concrete elements under loads, hydrated process and several conditions is one of the actually problems on improvement of structures or elements of structures. In this paper we analyze the problem of cracking, such a result of loading
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a0f71aa2cd08c8b8a82f4e2410094305
https://doi.org/10.4028/www.scientific.net/amr.1025-1026.997
https://doi.org/10.4028/www.scientific.net/amr.1025-1026.997
Publikováno v:
Third International Conference on Advances In Civil, Structural and Environmental Engineering- ACSEE 2015.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3b253318cc9e2286ad7ea458694d806d
https://doi.org/10.15224/978-1-63248-065-1-109
https://doi.org/10.15224/978-1-63248-065-1-109