Zobrazeno 1 - 3
of 3
pro vyhledávání: '"Shaahin Bidmeshki"'
Publikováno v:
Advances in Sciences and Technology, Vol 10, Iss 29, Pp 1-12 (2016)
Steel moment frame systems, steel plate shear walls and also buckling restrained brace (BRB) are considered as the most widely used seismic resistant systems of the world. Firstly, in this research, in order to validate the finite element models, the
Externí odkaz:
https://doaj.org/article/b9315875de7340939dca0f7ae7fdfa2a
Publikováno v:
Advances in Science and Technology Research Journal, Vol 10, Iss 29, Pp 1-12 (2016)
Steel moment frame systems, steel plate shear walls and also buckling restrained brace (BRB) are considered as the most widely used seismic resistant systems of the world. Firstly, in this research, in order to validate the finite element models, the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1cada9f063d5d67de26db0075e665d85
http://www.journalssystem.com/astrj/COMPARE-THE-BEHAVIOR-FACTOR-OF-THE-ULTIMATE-RESISTANCE-OF-MOMENT-FRAME-PLAIN-AND-PERFORATED-STEEL-PLATE-SHEAR-WALLS-AND-BUCKLING-RESTRAINED-BRACE-AS-YIELDING-METAL-DAMPER,61925,0,2.html
http://www.journalssystem.com/astrj/COMPARE-THE-BEHAVIOR-FACTOR-OF-THE-ULTIMATE-RESISTANCE-OF-MOMENT-FRAME-PLAIN-AND-PERFORATED-STEEL-PLATE-SHEAR-WALLS-AND-BUCKLING-RESTRAINED-BRACE-AS-YIELDING-METAL-DAMPER,61925,0,2.html
Autor:
Shaahin Bidmeshki, Alireza Habibi
Publikováno v:
International Journal of Structural Stability and Dynamics. 19:1950040
In this paper, a novel optimization-based method is proposed to analyze steel space truss structures undergoing large deformations. The geometric nonlinearity is considered using the total Lagrangian formulation. The nonlinear solution is obtained by
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::07a7c59b16ce9ce9a73fc6e8b52c46df
https://doi.org/10.1142/s0219455419500408
https://doi.org/10.1142/s0219455419500408