Zobrazeno 1 - 6
of 6
pro vyhledávání: '"Ahmadreza Torabipour"'
Publikováno v:
Eng, Vol 4, Iss 2, Pp 1742-1760 (2023)
Structural health monitoring (SHM) is crucial for ensuring the safety and performance of offshore platforms. SHM uses advanced sensor systems to detect and respond to negative changes in structures, improving their reliability and extending their lif
Externí odkaz:
https://doaj.org/article/821602544493467a80ab90ee268c01f2
Publikováno v:
CivilEng, Vol 4, Iss 1, Pp 105-133 (2023)
This study presents finite element analysis of double split tee (DST) connections with high-strength steel bolts and coupled split tee sections, to evaluate various cyclic response parameters and elements. The investigation included quantifying conne
Externí odkaz:
https://doaj.org/article/995ee6a0dfe0458f8449e443c9b2e0d1
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. 173:440-457
In order to overcome common problems such as low stiffness, insufficient ductility and enormous residual displacements in beam–column connections, a steel beam–column connection equipped with high-strength strands was developed. These so-called p
Autor:
Ahmadreza Torabipour, José A.F.O. Correia, Tiago Fazeres-Ferradosa, Shaghayegh Yaghoubi, Francisco Taveira-Pinto, Vahid Javidi Vahdati
Publikováno v:
Marine Systems & Ocean Technology. 15:81-93
In this study, the simultaneous application of sacrificial piles and cable was experimentally examined as a pier scour countermeasure. The experiments were carried out for a single pier, a group of two and three piers using a clear-water regime. It i
Publikováno v:
KSCE Journal of Civil Engineering. 23:5133-5142
Using the post-tensioned (PT) elements can significantly plummet the persistent damages and the relevant costs to post-earthquake repair and maintenance, facing earthquake hazards. Rooted in a PT self-centering steel connection, the deformation and r
Autor:
Ahmadreza Torabipour, M.R. Shiravand
Publikováno v:
Civil Engineering Journal. 3:152-159
One of the newest steel beam-column joints to replace conventional welded connections, post-tensioned connection steel is with the upper and lower angles. In this connection are high-strength steel strands that parallel beam web and angles between be