Zobrazeno 1 - 3
of 3
pro vyhledávání: '"Javad Tazarv"'
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
Autor:
Amin Mohebkhah, Javad Tazarv
Publikováno v:
Journal of Constructional Steel Research. 179:106506
Linked column steel frame system (LCF) is a new lateral-gravity resisting system aimed at reducing the time and costs of repairs after a seismic event. The performance objectives of this system are highly dependent on the deformations and the sequenc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a50c1b56c0d2f5892f670c3f3d13db64
https://doi.org/10.1016/j.jcsr.2020.106506
https://doi.org/10.1016/j.jcsr.2020.106506