Zobrazeno 1 - 10
of 46
pro vyhledávání: '"Mohammad Ali Hadianfard"'
Publikováno v:
Engineering Proceedings, Vol 53, Iss 1, p 20 (2023)
This paper introduces a probabilistic assessment of steel column damage caused by blast loads, utilizing simulation reliability methods and gene expression programming. The research focuses on an H-section steel column and incorporates uncertainties
Externí odkaz:
https://doaj.org/article/7c66683c87b7432b9fed937a881f2a9e
Publikováno v:
Journal of Structural and Construction Engineering, Vol 6, Iss شماره ویژه 1, Pp 5-26 (2019)
After failure of a column in structure by an abnormal loading, undesirable performance and damage of connections of the beams connected to the top of this column, can lead to the local failure of floor and in turn result in progressive collapse in th
Externí odkaz:
https://doaj.org/article/054cd45d1510407f82e11ab4c13e4672
Publikováno v:
Buildings, Vol 11, Iss 12, p 606 (2021)
Damage to building load-bearing members (especially columns) under explosions and impact are critical issues for structures, given that they may cause a progressive collapse and remarkably increase the number of potential victims. One of the best way
Externí odkaz:
https://doaj.org/article/eb512e09bbf14113b4200c312ec6a4b8
Autor:
Mohammad Momeni, Mohsen Riahi Beni, Chiara Bedon, Mohammad Amir Najafgholipour, Seyed Mehdi Dehghan, Behtash JavidSharifi, Mohammad Ali Hadianfard
Publikováno v:
Applied Sciences, Vol 11, Iss 19, p 9307 (2021)
The solution of the motion equation for a structural system under prescribed loading and the prediction of the induced accelerations, velocities, and displacements is of special importance in structural engineering applications. In most cases, howeve
Externí odkaz:
https://doaj.org/article/1d5624c108454079b39b541270fd7a00
Publikováno v:
مجله مدل سازی در مهندسی, Vol 14, Iss 45, Pp 1-15 (2016)
In the Current seismic codes, the earthquake load on the buildings depends to period of structure. More of these codes use the empirical relations to estimate the period of structures. These relations are suggested for the rigid floor structures. The
Externí odkaz:
https://doaj.org/article/dd6ba119bb3c4ec29fd5979668219650
Autor:
Milad Jahangiri, Mohammad Ali Hadianfard, Mohammad Amir Najafgholipour, Mehdi Jahangiri, Shahabeddin Hatami
Publikováno v:
Iranian Journal of Science and Technology, Transactions of Civil Engineering.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::59351d7d26eaad2ab5bf8875a3bd7cf1
https://doi.org/10.1007/s40996-023-01076-z
https://doi.org/10.1007/s40996-023-01076-z
Publikováno v:
Structural Concrete. 23:2088-2105
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4da23db7a31d49daa26607fb9dba1f6f
https://doi.org/10.1002/suco.202000684
https://doi.org/10.1002/suco.202000684
Publikováno v:
Mechanical Systems and Signal Processing. 198:110445
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::136018c93fbb9b90d14c8394b6d6c50f
https://doi.org/10.1016/j.ymssp.2023.110445
https://doi.org/10.1016/j.ymssp.2023.110445
Autor:
Milad Jahangiri, Antonio Palermo, Soroosh Kamali, Mohammad Ali Hadianfard, Alessandro Marzani
Publikováno v:
Probabilistic Engineering Mechanics. 73:103451
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::51a4d30cbf33b36d216c5728a25b59f2
https://doi.org/10.1016/j.probengmech.2023.103451
https://doi.org/10.1016/j.probengmech.2023.103451
Publikováno v:
International Journal of Structural Stability and Dynamics. 22
The conventional modal strain energy (MSE), as a practical objective function, suffers from the lack of access to the damaged stiffness matrix and uses the intact stiffness matrix of the structure instead. To overcome the aforementioned deficiency of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::166d9b2b9f6bb202821aeb7ed865ea78
https://doi.org/10.1142/s0219455422501929
https://doi.org/10.1142/s0219455422501929