Zobrazeno 1 - 10
of 27
pro vyhledávání: '"Kabir Sadeghi"'
Publikováno v:
International Journal of Applied Mechanics and Engineering, Vol 28, Iss 2, Pp 24-33 (2023)
From among the several types of slabs, there is uncertainty about the most cost-effective one for structures with short, medium, and long spans. A study comparing the cost of the solid, flat, hollow block (HB), and post-tensioned (PT) slabs for 4, 6,
Externí odkaz:
https://doaj.org/article/532157d8e4a64cab8ce6379cdf0992d2
Publikováno v:
Acta Polytechnica, Vol 63, Iss 3 (2023)
In this paper, a 28-day compressive strength test has been performed on samples including normal fibre concrete and high-strength concrete. The ultrasonic test (UT) as a non-destructive and compression machine (CM) as a destructive test were applied,
Externí odkaz:
https://doaj.org/article/733b8a809c9c4844b1787751e7fb9ae6
Publikováno v:
Ain Shams Engineering Journal, Vol 12, Iss 1, Pp 393-405 (2021)
The sequential earthquakes and the vertical component of earthquakes can cause extensive damages to structures. In this study, by applying the incremental dynamic collapse analysis, considering the stability, final curvature and interstory drift, as
Externí odkaz:
https://doaj.org/article/9f526ca342f84d23ba0638aaa661c81b
Autor:
Javad Royaei, Kabir Sadeghi
Publikováno v:
Civil Engineering Journal, Vol 30, Iss 1 (2021)
The present study aimed to investigate the seismic behavior of enclosed seawater walls, the buried site of which lies in liquefaction soil. An experimental specimen was manufactured and tested on the seismic table, and a numerical study was also mode
Externí odkaz:
https://doaj.org/article/233886af61a54d8d954ff3009c2b11ce
Autor:
Kabir Sadeghi, Fatemeh Nouban
Publikováno v:
Infrastructure Asset Management. :1-11
The planning of a new harbour should be performed by applying high attention to minimise the transportation time and cost during its lifetime. An algorithm is proposed to determine the most suitable location to construct new commercial harbours and p
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1f1a1ddb5095db509e08515e0e28cf63
https://doi.org/10.1680/jinam.22.00040
https://doi.org/10.1680/jinam.22.00040
Autor:
Kabir Sadeghi, Fatemeh Nouban
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. :1-13
A non-linear finite-element macro-element-based multipurpose algorithm to simulate reinforced concrete (RC) structural members (SMs) such as columns, beams, beam–columns and shear walls under cyclic combined loading is proposed, which can be applie
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::58d7a69547736c3a0af14e9a2b24d668
https://doi.org/10.1680/jstbu.22.00220
https://doi.org/10.1680/jstbu.22.00220
Autor:
Kabir Sadeghi, Ausamah Al Houri
Publikováno v:
Infrastructure Asset Management. :1-16
Safety management is a highly crucial process implemented in offshore structures for meeting safety criteria by eliminating potential risks. Accordingly, safety indicators are utilised to monitor systems and assess safety performance by meeting speci
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ccfb74c60e87ef716f5b661bfd2d4cf3
https://doi.org/10.1680/jinam.22.00020
https://doi.org/10.1680/jinam.22.00020
Autor:
Heronilda Andaque, Kabir Sadeghi
This research aims to compare Timber concrete slabs (TCC) with solid slabs (RC) to show that TCC may be used to minimize building weight and construction costs. Moreover, the purpose of this project is to use CypeCAD software to design a one-way TCC
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::12d0b117e1b886bf917b591295f6a98a
Publikováno v:
International Journal of Civil Engineering.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bc12d968d0fbc7f3bb0483dfabe7f97c
https://doi.org/10.1007/s40999-023-00823-7
https://doi.org/10.1007/s40999-023-00823-7
Autor:
Amer Yassin, Kabir Sadeghi
This study aims to assess the seismic behaviour of different braced steel frames using nonlinear static analysis. The model consists of 11 stories, designed and analyzed with X-bracing, inverted V-bracing, and without bracing through ETABS. Therefore
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::47838a9c1048b192029c1b46d3023a0c