Zobrazeno 1 - 10
of 14
pro vyhledávání: '"Masood Yakhchalian"'
Autor:
Elham Javadi, Masood Yakhchalian
Publikováno v:
Journal of Rehabilitation in Civil Engineering, Vol 7, Iss 4, Pp 114-133 (2019)
Buckling restrained braces (BRBs) have a similar behavior under compression and tension loadings. Therefore, they can be applied as a favorable lateral load resisting system for structures. In the performance-based earthquake engineering (PBEE) frame
Externí odkaz:
https://doaj.org/article/35e12dffb59a4cf5bfdf3849308cc688
Publikováno v:
International Journal of Steel Structures. 23:806-822
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3345ddd51b5f2c80b3bc9a9ad876388d
https://doi.org/10.1007/s13296-023-00732-4
https://doi.org/10.1007/s13296-023-00732-4
Publikováno v:
Structures. 44:933-946
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3280c11a00efae64b59bda78fa3272bc
https://doi.org/10.1016/j.istruc.2022.07.076
https://doi.org/10.1016/j.istruc.2022.07.076
Autor:
Roohangiz Arab, Masood Yakhchalian
Publikováno v:
International Journal of Steel Structures. 22:176-191
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::be5dd6fd14e8d5e8ce9d107bf3c01096
https://doi.org/10.1007/s13296-021-00565-z
https://doi.org/10.1007/s13296-021-00565-z
Publikováno v:
Structures. 34:1636-1650
This paper aims to propose straightforward modifications in the direct displacement-based design (DDBD) procedure to reach an optimal design for mid-rise steel moment-resisting frames (MRFs) equipped with linear fluid viscous dampers (FVDs). The modi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::476f9b3814cfbe7c02ec30060fad6076
https://doi.org/10.1016/j.istruc.2021.08.047
https://doi.org/10.1016/j.istruc.2021.08.047
Publikováno v:
Bulletin of Earthquake Engineering. 19:1931-1955
To assess the safety of structures after the occurrence of an earthquake or decide about demolition or repair of structures, maximum residual interstory drift ratio (MRD) is one of the most important engineering demand parameters. For evaluating the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::413c125e29594584037eb6627d547ca6
https://doi.org/10.1007/s10518-021-01051-x
https://doi.org/10.1007/s10518-021-01051-x
Autor:
Masood Yakhchalian, Mahsa Amiri
Publikováno v:
Structures. 24:728-741
Intensity measures (IMs) are typically utilized to make connection between the prediction of engineering demand parameters and the results obtained from seismic hazard analysis. An optimal IM has four desired features including efficiency, sufficienc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::90addf2fd82b8d77b7bbd133b58d40dc
https://doi.org/10.1016/j.istruc.2020.01.038
https://doi.org/10.1016/j.istruc.2020.01.038
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. 172:42-54
An optimal intensity measure (IM) should be able to predict the structural response with minimum dispersion, which is called efficiency, and also independently of other ground motion characteristics, such as earthquake magnitude (M) and source-to-sit
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c6b25481341a5a407d1f53134e9ca3d3
https://doi.org/10.1680/jstbu.17.00040
https://doi.org/10.1680/jstbu.17.00040
Publikováno v:
Journal of Building Engineering. 30:101228
In the common force-based design method prescribed in seismic codes, displacements of a structure under reduced seismic forces are amplified by a deflection amplification factor, Cd, to estimate inelastic displacements. The present study evaluates Cd
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::60a1d1a68145ce340437f0e5f6280a93
https://doi.org/10.1016/j.jobe.2020.101228
https://doi.org/10.1016/j.jobe.2020.101228
Publikováno v:
Earthquake Engineering and Engineering Vibration. 14:37-54
The present study is aimed to investigate the ability of different intensity measures (IMs), including response spectral acceleration at the fundamental period of the structure, Sa(T1), as a common scalar IM and twelve vector-valued IMs for seismic c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8e98c40a33a363b20bd85db4d75779e9
https://doi.org/10.1007/s11803-015-0005-6
https://doi.org/10.1007/s11803-015-0005-6