Zobrazeno 1 - 10
of 30
pro vyhledávání: '"Vahid Mohsenian"'
Publikováno v:
Results in Engineering, Vol 21, Iss , Pp 101851- (2024)
Equivalent static analysis is a simplified method that is widely used by designers and structural engineers in seismic design codes. However, the accuracy of this approach is affected by various parameters and uncertainty sources. Moreover, its relia
Externí odkaz:
https://doaj.org/article/3fb8dcc928174368895ae6db0d48a4a8
Publikováno v:
Journal of Structural and Construction Engineering, Vol 5, Iss شماره ویژه 4, Pp 5-21 (2019)
Non-uniform mass distribution in elevation is one of the main sources of irregularity in buildings that could lead to concentration of nonlinear deformations followed by local or global damage to buildings during earthquake excitation. Considering la
Externí odkaz:
https://doaj.org/article/0332cfdbf0ca415db93958f051d2918a
Autor:
Vahid Mohsenian, Alireza Mortezaei
Publikováno v:
پژوهشهای زیرساختهای عمرانی, Vol 4, Iss 1, Pp 25-39 (2018)
In many studies on the evaluation of seismic behavior of RC buildings with a box-type structural system, link beams are not included in models simulation in order to reduce the time and effort of calculations. In addition, in spite of early failure o
Externí odkaz:
https://doaj.org/article/794e3f2e73aa4c6fa8f4db716ef09f82
Publikováno v:
Journal of Structural and Construction Engineering, Vol 3, Iss 3, Pp 42-57 (2016)
Despite widespread construction of mass-production houses with tunnel form structural system across the world, unfortunately no special seismic code is published for design of this type of construction. Through a literature survey, only a few studies
Externí odkaz:
https://doaj.org/article/14e8437709b64501af3b7082e4d18e5a
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. 176:306-320
The aim of this study was to develop an efficient probability-based seismic fragility assessment method for steel moment-resisting frames (MRFs). In this method, Bayes estimators are used to improve the accuracy of the results based on new analyses o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::404be6624e38e78549b40973f09336fa
https://doi.org/10.1680/jstbu.20.00211
https://doi.org/10.1680/jstbu.20.00211
Publikováno v:
Journal of Earthquake Engineering. :1-18
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d6f74c2c70378cd7a8fbed63399d44b7
https://doi.org/10.1080/13632469.2022.2164385
https://doi.org/10.1080/13632469.2022.2164385
Publikováno v:
Structures. 47:2050-2065
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0b109b48519b6310f322118f9f92b178
https://doi.org/10.1016/j.istruc.2022.12.024
https://doi.org/10.1016/j.istruc.2022.12.024
Publikováno v:
Advances in Structural Engineering. 25:2938-2952
Numerical modeling of tunnel-form buildings entails the utilization of 3D finite element models consisting of large numbers of shell and fiber elements. Accordingly, the non-linear analysis of such models under seismic excitations is both time-consum
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::80b79b2e9ded7df4ee570d1ae8d16e55
https://doi.org/10.1177/13694332221113040
https://doi.org/10.1177/13694332221113040
Publikováno v:
International Journal of Steel Structures. 22:1002-1024
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f369c8d603cd7ca035c4547a2be45f15
https://doi.org/10.1007/s13296-022-00619-w
https://doi.org/10.1007/s13296-022-00619-w
Publikováno v:
International Journal of Structural Stability and Dynamics.
Incremental dynamic analysis (IDA) is one of the widely used methods for structural assessment analysis and fragility curve development, given its unique capabilities in taking into account the aleatory uncertainties of earthquake records and its abi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8fc3bcf7f08abcf196629b8ed95f1658
https://doi.org/10.1142/s0219455423501961
https://doi.org/10.1142/s0219455423501961