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Publikováno v:
Canadian Journal of Civil Engineering. 38:110-123
During earthquake ground motion, diagonal braces in braced frames are subject to a series of cyclic loadings, alternately tension and compression. The brace can buckle and deform plastically, dissipating energy with damage accumulating in the steel.
Publikováno v:
Canadian Journal of Civil Engineering. 37:1232-1246
Structures require ductility to withstand severe earthquake-induced loads and remain standing. A new method for modelling seismic displacement ductility is proposed here, in which a fuzzy inference system is utilized to include the uncertainty in the
Publikováno v:
Canadian Journal of Civil Engineering. 36:1711-1721
A successful seismic design for a reinforced concrete element is one that can postpone the shear failure until the required ductility and deformation capacity are obtained. After flexural yielding, shear deformations are the main causes for strength