Zobrazeno 1 - 10
of 84
pro vyhledávání: '"Mehdi Ghassemieh"'
Publikováno v:
Civil Engineering Infrastructures Journal, Vol 54, Iss 1, Pp 75-92 (2021)
Unexpected loading, induced by severe earthquake or blast, could cause local damage to a structure. In this case, the structure has the potential of progressive collapse phenomenon. Hence, further consideration is required to mitigate the consequence
Externí odkaz:
https://doaj.org/article/e14eb66cf87245d08b42b4e93e31fcbd
Publikováno v:
Renewable Energy Research and Applications, Vol 1, Iss 1, Pp 65-74 (2020)
In this research, a plan to implement a zero-energy building (ZEB) for a hot and dry climate region of Iran (Yazd) is introduced and a comparison with a typical house of that climate is performed. Based on climate conditions, several active or passiv
Externí odkaz:
https://doaj.org/article/f2c2119dde3b4aa497ab8b0c8a494131
Autor:
Arsalan Majlesi, Hamid Asadi-Ghoozhdi, Omid Bamshad, Reza Attarnejad, Amir R. Masoodi, Mehdi Ghassemieh
Publikováno v:
Buildings, Vol 12, Iss 9, p 1427 (2022)
Steel plate shear walls usually do not satisfy the strong-column weak-beam design criteria, leading to larger column sections. On the other hand, rigid frame structures are typically constructed in low-rise to mid-rise buildings built in locations pr
Externí odkaz:
https://doaj.org/article/48cc3c282c5c4bdfaf3b295557692aea
Publikováno v:
Civil Engineering Infrastructures Journal, Vol 51, Iss 2, Pp 425-443 (2018)
Stiffness matrix of the four-node quadrilateral plane stress element is decomposed into normal and shear components. A computer program is developed to obtain the straining modes using adequate and reduced integration. Then a solution for the problem
Externí odkaz:
https://doaj.org/article/21547a09d8f448cdae1489f3b27bb513
Autor:
Mehdi Ghassemieh, Ali Rahimzadeh
Publikováno v:
Journal of Rehabilitation in Civil Engineering, Vol 6, Iss 2, Pp 115-138 (2018)
Today, for the moment frame structures, seismic provisions of the structural engineering design codes depend on the inelastic deformation as well as inelastic capacity of the connections. A cyclic loading protocol is normally exercised for measuring
Externí odkaz:
https://doaj.org/article/b1520f4fa7de4a19a2451b43ecf3ccb8
Publikováno v:
Civil Engineering Infrastructures Journal, Vol 50, Iss 1, Pp 165-177 (2017)
The energy absorption of concrete filled, hollow-steel bracing was analyzed respect to geometric and mechanical parameters including the width-to-thickness section ratio, slenderness level, and strength of the steel and concrete. Local buckling and d
Externí odkaz:
https://doaj.org/article/428daeba2f3444b0a8e1c2b5d85e60c7
Autor:
Shaghayegh Alvandi, Mehdi Ghassemieh
Publikováno v:
Civil Engineering Infrastructures Journal, Vol 47, Iss 2, Pp 153-171 (2014)
In the last two decades, there has been an increasing interest in structural engineering control methods. Shape memory alloys and seismic isolation systems are examples of passive control systems that use of any one alone, effectively improve the sei
Externí odkaz:
https://doaj.org/article/2d75823c659648598b899de82545e0ec
Autor:
Javad N. Rashidi, Mehdi Ghassemieh
Publikováno v:
Natural Hazards.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::454c8c19b4044887189cbe906e2e0040
https://doi.org/10.1007/s11069-023-06018-6
https://doi.org/10.1007/s11069-023-06018-6
Publikováno v:
Journal of Earthquake Engineering. 26:8305-8331
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5d0ec186727ba6cc059bd588d713c5d7
https://doi.org/10.1080/13632469.2021.1991514
https://doi.org/10.1080/13632469.2021.1991514
Publikováno v:
Journal of Earthquake and Tsunami. 17
Steel moment frame buildings are widely used in Iran and around the world. The observations from major earthquakes underscored the importance of the beam-to-column connections in seismic force-resisting systems and their influence on such building’
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0a094d47fdb4c82d0a82544b9722a46e
https://doi.org/10.1142/s1793431123500057
https://doi.org/10.1142/s1793431123500057