Zobrazeno 1 - 10
of 79
pro vyhledávání: '"Shervin Maleki"'
Publikováno v:
Results in Engineering, Vol 14, Iss , Pp 100453- (2022)
In the seismic design of steel special moment frames, it is necessary to ensure that columns are generally stronger than beams. This reduces the probability of a weak story failure mechanism of the frame and ensures the formation of beams' plastic hi
Externí odkaz:
https://doaj.org/article/29ac1e65532348fd9a2439e97bade90f
Publikováno v:
Advances in Civil Engineering, Vol 2021 (2021)
Lately, Corrugated Steel Plate Shear Walls (CSPSWs) have gained significance and reputation for being effective lateral force-resisting systems. Corrugated plates are characterized by greater out-of-plane stiffness and buckling stability than flat pl
Externí odkaz:
https://doaj.org/article/3d07b8eeae8f4a6092675b6ce37bfdae
Publikováno v:
Advances in Civil Engineering, Vol 2019 (2019)
The shear lag phenomenon is known to reduce the tensile capacity of tension members. There are various parameters affecting shear lag that have not been considered before. In addition, previous studies have been conducted mainly on single steel secti
Externí odkaz:
https://doaj.org/article/a07e784e9115490d917cbeff4ded8f65
Publikováno v:
PLoS ONE, Vol 11, Iss 8, p e0156989 (2016)
This paper investigates the behaviour of C-shaped and L-shaped angle shear connectors embedded in solid concrete slabs. An effective finite element model is proposed to simulate the push out tests of these shear connectors that encompass nonlinear ma
Externí odkaz:
https://doaj.org/article/191615b643054f1b8784ebe035ae2fbb
Publikováno v:
PLoS ONE, Vol 10, Iss 12, p e0144288 (2015)
According to recent researches, angle shear connectors are appropriate to transfer longitudinal shear forces across the steel-concrete interface. Angle steel profile has been used in different positions as L-shaped or C-shaped shear connectors. The a
Externí odkaz:
https://doaj.org/article/0fa7ac09a909494fb24309fe452ae5c8
Autor:
Shervin Maleki
Publikováno v:
Electronic Journal of Structural Engineering, Vol 1, Iss 2 (2001)
This paper investigates the validity of seismic design force recommended by AASHTO for single-span bridges. The prescribed force is equal to the products of soil factor , acceleration and tributary weight of the structure. A three dimensional finite
Externí odkaz:
https://doaj.org/article/6d01009910ba4851902c392eff01751f
Autor:
Majid Ghaderi-Garekani, Shervin Maleki
Publikováno v:
Structures. 48:1356-1372
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::afb3d203867cfb6b271ee9a585158eff
https://doi.org/10.1016/j.istruc.2023.01.047
https://doi.org/10.1016/j.istruc.2023.01.047
Autor:
Majid Ghaderi-Garekani, Shervin Maleki
Publikováno v:
Structures. 45:1287-1306
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::79d1f3e02af1cb5e3b17280c6ea3e237
https://doi.org/10.1016/j.istruc.2022.09.103
https://doi.org/10.1016/j.istruc.2022.09.103
Publikováno v:
Journal of Civil Engineering and Construction. 11:166-176
Many bridge superstructures use transverse beams as load carrying components. In these systems, usually the transverse beams are connected to the main longitudinal girders or trusses on the two sides of the bridge. Such systems are commonly used in p
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::335379485bd7883bfbd42124fd790c39
https://doi.org/10.32732/jcec.2022.11.3.166
https://doi.org/10.32732/jcec.2022.11.3.166
Autor:
Diako Abbasi, Shervin Maleki
Publikováno v:
Transportation Infrastructure Geotechnology.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6f65812eac797e51a29730e5228b4894
https://doi.org/10.1007/s40515-023-00277-3
https://doi.org/10.1007/s40515-023-00277-3