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Page 1: BRBF ˜˙˝ ˛˚ ˘ˇ ˆprofdoc.um.ac.ir/articles/a/1012343.pdf · (8d "ˆ 85˝ (r) ˆ8 q˜ d 6˝9 ˚ brbf ˚ , ... pst pskj pswu psw wsvu psku 1.2 1.4 1.6 1.8 2 2.2 0 3 6 9 12 15
Page 2: BRBF ˜˙˝ ˛˚ ˘ˇ ˆprofdoc.um.ac.ir/articles/a/1012343.pdf · (8d "ˆ 85˝ (r) ˆ8 q˜ d 6˝9 ˚ brbf ˚ , ... pst pskj pswu psw wsvu psku 1.2 1.4 1.6 1.8 2 2.2 0 3 6 9 12 15

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'D& OP [].Qiang Xie., ( , “State of The Art of Buckling-Restrained Braces in Asia” Journal of Constructional

Steel Research .no., pp.-

[].Uang, C.M., and Nakashima, M., (), “Steel buckling-restrained frames,” in Earthquake Engineering:

Recent Advances and Applications, Chapter , Y. Bozorgnia and V.V. Bertero, Eds, CRC Press, publication

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Structural Engineering, ASCM, Vol. , No., PP. -.

]V[0-+@2 ) HR*z\9 H-+84-+@2 ) i313$WT[K (

]WK[0(,5,+@;B( 1.HP[KK41M )\35 4"4WT[I

[]. Sabelli, R. Mahin, S. and Chang C., (), “Seismic demands on steel braced frame buildings with

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[]. Fahnestock, L.A., Sause, R., and Ricles, J.M., (), “Seismic Response and Performance of

Buckling-Restrained Braced Frames”, Journal of Structural Engineering.