Zobrazeno 1 - 10
of 42
pro vyhledávání: '"Mohammad Reza Sheidaii"'
Publikováno v:
Journal of Asian Architecture and Building Engineering, Vol 20, Iss 6, Pp 706-717 (2021)
A novel, simple to apply, and economic buckling restrainer system is introduced for steel plate shear walls. The shear wall panel is restrained by parallel non-welded channel restrainers, which are installed on both sides of the steel panel. A set of
Externí odkaz:
https://doaj.org/article/1cfee234554c417a825a951978b4293d
Publikováno v:
Journal of Structural and Construction Engineering, Vol 8, Iss 1, Pp 327-342 (2021)
Nowadays, the using of steel moment frames has been considered as an effective lateral load-resisting system against seismic forces. In this research, the effect of plastic hinges modelling of fully restrained connections has been evaluated on the st
Externí odkaz:
https://doaj.org/article/29aec617207640b09956e08517c53523
Publikováno v:
Applied Sciences, Vol 10, Iss 9, p 3081 (2020)
Column loss is a type of damage that can occur in frame structures subjected to explosions or impacts. The response of such structures largely depends on the capacity of the assembly of elements and on the inertia effects due to the sudden nature of
Externí odkaz:
https://doaj.org/article/bf97ecd0e6d347969c8b764171d0f1e7
Publikováno v:
Journal of The Institution of Engineers (India): Series A. 104:125-142
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b617e404407d582cb0063f988d08a1a5
https://doi.org/10.1007/s40030-023-00711-2
https://doi.org/10.1007/s40030-023-00711-2
Publikováno v:
International Journal of Steel Structures. 22:1594-1613
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::04c7e6c502e5964340005a3a54196dd4
https://doi.org/10.1007/s13296-022-00668-1
https://doi.org/10.1007/s13296-022-00668-1
Publikováno v:
International Journal of Steel Structures. 21:1370-1382
The beam-column connections are known as a fundamental component in steel moment-resisting frames. The present investigation studies the progressive collapse behavior of four various welded types of beam-column connections including, welded unreinfor
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d831890b0314325f96af76adcffc7b5f
https://doi.org/10.1007/s13296-021-00505-x
https://doi.org/10.1007/s13296-021-00505-x
Publikováno v:
Innovative Infrastructure Solutions. 7
This paper reports a numerical study carried out with the aim of quantifying nonlinear dynamic response of drilled I-core steel sandwich panel when subjected to air blast loading. Several parameters, i.e., boundary conditions, explosive charge weight
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::21a31a24dbfd137dd93f0dfb088d227d
https://doi.org/10.1007/s41062-022-00912-x
https://doi.org/10.1007/s41062-022-00912-x
Publikováno v:
Structures. 27:607-625
The Butterfly-shaped Link Steel Plate Shear Wall as a novel lateral resisting system is proposed and experimentally investigated. In this system, by creating the peripheral Butterfly-shaped links in the web plate, the lateral load resisting mechanism
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bab1e10175812c9237471c75bea43b45
https://doi.org/10.1016/j.istruc.2020.06.012
https://doi.org/10.1016/j.istruc.2020.06.012
Autor:
Alireza Emamyari, Hossein Showkati, Neda Akbarzadeh, Mohammad Reza Sheidaii, Amir Kookalanifar
Publikováno v:
Structures. 27:2400-2410
The use of steel shear walls in buildings has recently received much attention as a system resisting against lateral loads imposed by earthquakes. An opening in the steel shear wall may cause adverse effects on seismic behavior such as a decrease in
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f48590c5355cbcd8ba8c3005b1e3364e
https://doi.org/10.1016/j.istruc.2020.08.027
https://doi.org/10.1016/j.istruc.2020.08.027
Publikováno v:
Journal of Asian Architecture and Building Engineering. 20:706-717
A novel, simple to apply, and economic buckling restrainer system is introduced for steel plate shear walls. The shear wall panel is restrained by parallel non-welded channel restrainers, which are...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::24709e46d2a303bef12c65de8d104424
https://doi.org/10.1080/13467581.2020.1816548
https://doi.org/10.1080/13467581.2020.1816548