Seismic design of buckling-restrained braced frames based on a modified energy-balance concept

By Choi Hyunhoon   Kim Jinkoo   Chung Lan  

Canadian Journal of Civil Engineering, Vol. 33, Iss. 10, 2006-10 ,pp. : 1251-1260

NRC Research Press

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Discussion of "Making use of brace overstrength to improve the seismic response of multistorey split-X concentrically braced steel frames"

By Redwood Richard   Paultre Patrick  

Canadian Journal of Civil Engineering, Vol. 34, Iss. 5, 2007-05 ,pp. : 686-687

NRC Research Press

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Making use of brace overstrength to improve the seismic response of multistorey split-X concentrically braced steel frames

By Lacerte Martin   Tremblay Robert  

Canadian Journal of Civil Engineering, Vol. 33, Iss. 8, 2006-08 ,pp. : 1005-1021

NRC Research Press

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Reply to the discussion by Richard Redwood and Patrick Paultre on "Making use of brace overstrength to improve the seismic response of multistorey split-X concentrically braced steel frames"

By Lacerte Martin   Tremblay Robert  

Canadian Journal of Civil Engineering, Vol. 34, Iss. 5, 2007-05 ,pp. : 688-689

NRC Research Press

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Effects of detailing on panel zone seismic behaviour in special moment resisting frames with unequal beam depths

By Jazany Roohollah Ahmady   Hashemi Behrokh Hosseini  

Canadian Journal of Civil Engineering, Vol. 39, Iss. 4, 2012-04 ,pp. : 388-401

NRC Research Press

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