Zobrazeno 1 - 10
of 28
pro vyhledávání: '"Amin Mohebkhah"'
Publikováno v:
آموزش مهندسی ایران, Vol 21, Iss 84, Pp 1-30 (2020)
Although there is a general agreement on the role of ethics in the engineering profession, especially civil engineering, a model that can demonstrate how to enhance the professional ethics of civil engineers has not been reported and no clear theoret
Externí odkaz:
https://doaj.org/article/ed2b4b168bf74ab7878f34e97fc2b7d2
Autor:
Ali Esnaashari, Amin Mohebkhah
Publikováno v:
Journal of Structural and Construction Engineering, Vol 3, Iss 3, Pp 128-142 (2016)
Special concentrically braced frames (SCBFs) are commonly used to resist lateral loads in buildings. The bracing system sustains large deformations due to inelastic behavior in bracing members (buckling and yielding in tension). Generally, in the con
Externí odkaz:
https://doaj.org/article/cf74e75c67454f6ea048ef95703a0414
Publikováno v:
Journal of Structural and Construction Engineering, Vol 2, Iss 4, Pp 48-61 (2016)
Direct Displacement-Based Design (DDBD) is a performance-based seismic design method that has been proposed and developed over the past two decades for RC frame structures, shear walls and bridges design. The aim of this study is to evaluate overstre
Externí odkaz:
https://doaj.org/article/36e86771434d4a609623e92479f6b798
Autor:
Panagiotis G. Asteris, Antonia Moropoulou, Athanasia D. Skentou, Maria Apostolopoulou, Amin Mohebkhah, Liborio Cavaleri, Hugo Rodrigues, Humberto Varum
Publikováno v:
Applied Sciences, Vol 9, Iss 2, p 243 (2019)
A methodology aiming to predict the vulnerability of masonry structures under seismic action is presented herein. Masonry structures, among which many are cultural heritage assets, present high vulnerability under earthquake. Reliable simulations of
Externí odkaz:
https://doaj.org/article/1d04f4a120644530ba819030f3601a4b
Autor:
Amin Mohebkhah, Javad Tazarv
Publikováno v:
Structures. 31:341-356
The linked column frame (LCF) system is a load resisting system in which replaceable link beams are used to provide the desired structural behavior at various performance levels. The optimal performance of this system can be achieved by controlling t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::aa9d24cdf96df9b50e7ff808818242ae
https://doi.org/10.1016/j.istruc.2021.01.076
https://doi.org/10.1016/j.istruc.2021.01.076
Autor:
Amin Mohebkhah, Javad Tazarv
Publikováno v:
Structures. 31:29-48
The direct displacement-based design method is developed for the LCF structural system. The proposed design method includes the introduction of the analytical relationships for the yield drift profile calculations developed in the companion paper (Pa
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b82eb9a8d8449a52ec165cca220613f0
https://doi.org/10.1016/j.istruc.2021.01.075
https://doi.org/10.1016/j.istruc.2021.01.075
Publikováno v:
International Journal of Architectural Heritage. 15:1097-1112
There are several ancient stone masonry structures of great archeological significance in earthquake-prone areas around the world. Kaʻba-ye Zartost (Cube of Zoroaster) is a 14.0 m square in shape t...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::28f67b8cd4aefb363d49fbc7bfa7be0f
https://doi.org/10.1080/15583058.2019.1650135
https://doi.org/10.1080/15583058.2019.1650135
Publikováno v:
Journal of Building Engineering. 44:103231
Concrete- and timber-filled steel tubes (CTFSTs) have gained interest and popularity over the past few years. This popularity is mostly due to the high compressive strength of the timber, which makes it a perfect choice (as a green alternative) to be
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::69a58191853a5511778b861382c321ac
https://doi.org/10.1016/j.jobe.2021.103231
https://doi.org/10.1016/j.jobe.2021.103231
Autor:
Amin Mohebkhah, Marzieh Akefi
Publikováno v:
The Open Civil Engineering Journal. 11:485-495
Braced steel frames are sometimes designed with out-of-plane shifted bracing members on the first story due to architectural or functional considerations. Such frames are classified and designated as frames having the Type-4 horizontal structural irr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a866dd9f82b4f4cafe81925df6b58f51
https://doi.org/10.2174/1874149501711010485
https://doi.org/10.2174/1874149501711010485
Autor:
Liborio Cavaleri, Humberto Varum, Hugo Rodrigues, Panagiotis G. Asteris, Antonia Moropoulou, Maria Apostolopoulou, Amin Mohebkhah, Athanasia D. Skentou
Publikováno v:
Applied Sciences
Volume 9
Issue 2
Repositório Científico de Acesso Aberto de Portugal
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
Applied Sciences, Vol 9, Iss 2, p 243 (2019)
Volume 9
Issue 2
Repositório Científico de Acesso Aberto de Portugal
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
Applied Sciences, Vol 9, Iss 2, p 243 (2019)
A methodology aiming to predict the vulnerability of masonry structures under seismic action is presented herein. Masonry structures, among which many are cultural heritage assets, present high vulnerability under earthquake. Reliable simulations of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d457940b822be2f11c9060b843fab610