Zobrazeno 1 - 10
of 16
pro vyhledávání: '"Abdolreza Sarvghad-Moghadam"'
Publikováno v:
Journal of Structural and Construction Engineering, Vol 8, Iss 1, Pp 62-81 (2021)
Traditional earthquake-resistant systems are dependent on the inelastic response of the building members. These systems experience significant residual displacements after major earthquakes due to seismic energy distribution all over the building and
Externí odkaz:
https://doaj.org/article/a293e06efeb74bd7bbe63b3a45f54987
Publikováno v:
Journal of Structural and Construction Engineering, Vol 8, Iss 1, Pp 236-255 (2021)
The linked column frame (LCF) as a seismic resistant system with the ductile behavior using shear fuse will reduce the damage to other members of the structure at different hazard levels. In this paper, the seismic behavior of the LCF systems designe
Externí odkaz:
https://doaj.org/article/c366bed96f394d72bbf7c44b75997091
Publikováno v:
Journal of Structural and Construction Engineering, Vol 5, Iss شماره ویژه 4, Pp 36-57 (2019)
Self centering rocking buildings are capable of reducing permanent damage and concentrating damage to replaceable energy dissipation devices. This paper aims to calculate inelastic displacement ratio for self centering rocking buildings under far fie
Externí odkaz:
https://doaj.org/article/e92dce47c8394767b34316ee1bdd1813
Autor:
Elahesadat Hashemi, Abdolreza Sarvghad Moghadam, Nader Khajeh Ahmad Attari, Seyed Amirhossein Hashemi
Publikováno v:
Journal of Structural and Construction Engineering, Vol 5, Iss 2, Pp 22-39 (2018)
In masonry buildings, walls are the main structural members that deal with lateral forces. The important point in seismic retrofitting projects is identify the most effective method of improving in various levels of displacement. Therefore, in this s
Externí odkaz:
https://doaj.org/article/aea75a106ebf40769827f701b488e707
Publikováno v:
Journal of Structural and Construction Engineering, Vol 5, Iss 1, Pp 55-70 (2018)
Nowaday, with the proliferation of terrorist attacks on buildings in the world, a close examination of the behavior of structures under blast loads is a necessity. Pressure caused by the explosion of one of the most destructive loads that the structu
Externí odkaz:
https://doaj.org/article/ad5aaabde6a74ce1b3a3706799529eaf
Publikováno v:
مجله مدل سازی در مهندسی, Vol 15, Iss 48, Pp 125-137 (2017)
With respect to the height to width ratio, the concrete shear walls are divided into two categories of cantilever and short shear walls. Cantilever shear walls with the aspect ratio greater than 2 demonstrate flexural behavior while short shear walls
Externí odkaz:
https://doaj.org/article/58744d9f50b0459fa45867ea52c245c0
Publikováno v:
مجله مدل سازی در مهندسی, Vol 14, Iss 45, Pp 79-92 (2016)
As the need for seismic designing of the earthquake resistant structures increases, numerous laboratory and numerical studies are being done to estimate the nonlinear response of these structures. With respect to the height to width ratio, the concre
Externí odkaz:
https://doaj.org/article/94e3881fa71a4c5ea7a6865b2083590b
Publikováno v:
Structures. 37:1042-1052
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dc34b4e21d6ef7eba420832e0ba92a8d
https://doi.org/10.1016/j.istruc.2022.01.031
https://doi.org/10.1016/j.istruc.2022.01.031
Autor:
Maryam Hafezi, Armin Aziminejad, Mohammad Reza Mansoori, Mahmood Hosseini, Abdolreza Sarvghad Moghadam
Publikováno v:
Advances in Structural Engineering. 25:789-803
Self-centering controlled rocking steel braced-frame (SC-CR-SBF) is proposed as an earthquake-resistant system with low damage. Pre-stressed vertical strands provide a self-centering mechanism in the system and energy absorbing fuses restrict maximum
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::499f55e576a36df8f62ef1897f8cccd8
https://doi.org/10.1177/13694332211050980
https://doi.org/10.1177/13694332211050980
Publikováno v:
Construction Technologies and Architecture.
The main purpose of multifunction design (MD) is to ensure the sustainability of structural systems under different seismic conditions. MD compares and analyses current and projected states of response for changing natural conditions, such as earthqu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::84005a371d1a3c67c643a7bf7b86a621
https://doi.org/10.4028/p-0642q5
https://doi.org/10.4028/p-0642q5