چکیده مقاله
Eccentrically braced frames have good ductility if the link can Accommodate theinelasticrotations imposed by severe seismic loading this research aims to demonstrate analytically using the commercial software ansys the feasibility of using replaceable links as a significant improvement to current EBF designs with providing the required strength stiffness and ductility a parametric study was done to realize the effects ofweb and flange thickness of the links to povide the required level f ductility analytical results indicate that the links exhibited a very good ductile behaviour developing stable and repeatable yielding
کلیدواژهها
نویسندگان
hamed saffari
professor of civil engineering university shahid bahonar
m.hadi vaez
graduate student of civil eng
amid hadi
hamed saffari professor of civil engineering university shahid bahonarm.hadi vaez graduate student of civil eng
شیوه ارجاع
saffari, hamed and vaez, m.hadi and hadi, amid,1391,modified design criteria for braced frames with replaceable shear links,9th International Congress on Civil Engineering,Isfahan
ارائهشده در
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