Zobrazeno 1 - 10
of 21
pro vyhledávání: '"Mohammad Hajsadeghi"'
Publikováno v:
Journal of Civil Engineering and Management, Vol 17, Iss 3 (2011)
The behaviour of fibre reinforced polymer (FRP)-wrapped concrete in circular columns has been extensively studied; however, much less is known about concrete in FRP-confined square/rectangular columns, in which the concrete is non-uniformly confined
Externí odkaz:
https://doaj.org/article/253c516e5b314d2c94447809e2e874c6
Autor:
Hamed Kalali, Tohid Ghanbari Ghazijahani, Mohammad Hajsadeghi, Tadeh Zirakian, Farshid J. Alaee
Publikováno v:
Latin American Journal of Solids and Structures, Vol 13, Iss 15, Pp 2802-2814
Abstract Over the past decades a growing demand and interest has stimulated many researchers to investigate different aspects of steel plate shear walls (SPSWs). The structural performance of steel shear walls with sinusoidal corrugated plate infills
Externí odkaz:
https://doaj.org/article/52cb458a85da4a569c3c4e3a3d3ff768
Publikováno v:
Journal of Structural Engineering. 148
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b470521f9af4840e20e5e21cead57778
https://doi.org/10.1061/(asce)st.1943-541x.0003379
https://doi.org/10.1061/(asce)st.1943-541x.0003379
Autor:
Mohammad Hajsadeghi, Amir Shahmohammadi, James B.P. Lim, Tadeh Zirakian, George Charles Clifton, Milad Bahrebar
Publikováno v:
Structures. 28:1729-1745
In recent years, researchers have been moving increasingly towards new lateral force-resisting systems such as corrugated, low yield point (LYP) steel plate shear walls (SPSWs) fabricated with reduced beam sections. Recent application of curved corru
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ac9a59587863edadd45d4d10ef308bde
https://doi.org/10.1016/j.istruc.2020.09.071
https://doi.org/10.1016/j.istruc.2020.09.071
Autor:
James B.P. Lim, Amir Shahmohammadi, Tadeh Zirakian, Milad Bahrebar, Mohammad Hajsadeghi, George Charles Clifton
Publikováno v:
Structures. 24:600-609
Steel Plate Shear Walls (SPSWs) are traditionally designed with vertical infill plates, which are connected to the surrounding frame and can be stiffened or unstiffened. Recently, the application of plates with different geometrical shapes and perfor
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::94fd9e36f6a1469fbd893f180f7ab68f
https://doi.org/10.1016/j.istruc.2020.01.047
https://doi.org/10.1016/j.istruc.2020.01.047
Publikováno v:
SSRN Electronic Journal.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4567d8050426abec78e44c9a038ada5e
https://doi.org/10.2139/ssrn.4106117
https://doi.org/10.2139/ssrn.4106117
Publikováno v:
International Journal of Engineering. 34
In this paper, the flexural performance of Fibre Reinforced Concrete (FRC) with an optimised spirally deformed steel fibre developed by the authors is evaluated experimentally. For comparison purposes, concrete specimens with commercially available s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f597b40151bb2919b2cf0823fd38b96b
https://doi.org/10.5829/ije.2021.34.06c.01
https://doi.org/10.5829/ije.2021.34.06c.01
Publikováno v:
ENGINEERING STRUCTURES
The capability of steel fibres in stress transferring across the cracked sections (bridging effect) could be employed to enhance the concrete role (especially in tension zones) in the overall load bearing capacity of Reinforced Concrete (RC) members.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::cf1a1aaa3cfd11258ecb79a4b44e6d71
Publikováno v:
CONSTRUCTION AND BUILDING MATERIALS
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c8c558d701c043042496b10bbc819b14
https://doi.org/10.1016/j.conbuildmat.2018.07.069
https://doi.org/10.1016/j.conbuildmat.2018.07.069
Publikováno v:
American Journal of Civil Engineering and Architecture. 6:158-167
Reinforced Concrete-Steel (RCS) moment frames consisting of reinforced concrete columns and steel beams are one of several types of hybrid structural systems which are considered as high-performing and cost-effective alternatives to traditional reinf
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9479e4f1f11c83c95ab0c606ac40658d
https://doi.org/10.12691/ajcea-6-4-5
https://doi.org/10.12691/ajcea-6-4-5