comparing the relation of stiffness -ductility in conventional and base isolated EBF frame
Publish Year: 1390
Type: Conference paper
Language: Persian
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SEE06_040
Index date: 6 May 2011
comparing the relation of stiffness -ductility in conventional and base isolated EBF frame abstract
the main concern of designer engineers has been find good fitness relation between ductility and stiffness seismic resisting structures are insistent adequate during frequent cause the structures become over design in the elastic mode on one hand and to dissipate a large amount of energy under damaging earthquakes cause structure collapse in non elastic mode on the oither hand . one of the seismic resisting structures system which satisfies stiffness and energy dissipation requirements simultaneously is eccentrically braced frames.
comparing the relation of stiffness -ductility in conventional and base isolated EBF frame Keywords:
comparing the relation of stiffness -ductility in conventional and base isolated EBF frame authors
r jalal kamali
Academic Member, Dept. of Civil Eng., University of Bahonar, Kerman, Iran
m miri
Assistant Professor, Dept. of Civil Eng., University of Sistan & Baluchestan, Zahedan, Iran
p azmoon
MSc Student, Islamic Azad University of Zahedan, Iran
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