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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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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Seismic performance of single-storey steel concentrically braced frame structures constructed in the 1960s

By Caruso-Juliano A.   Gallagher A.   Morrison T.E.   Rogers C.A.  

Canadian Journal of Civil Engineering, Vol. 41, Iss. 7, 2014-01 ,pp. : 579-593

NRC Research Press

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Design and seismic behaviour of taller eccentrically braced frames

By Koboevic Sanda   David Simona O.  

Canadian Journal of Civil Engineering, Vol. 37, Iss. 2, 2010-02 ,pp. : 195-208

NRC Research Press

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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

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