University of Queensland / The University of Queensland / /
IndustryTerm
dissipated energy / energy demand / energy-based design method / absorbed energy / energy contribution / dissipative plastic energy / steel portal frame piers / designated sacrificial energy dissipation devices / energy equation / energy dissipation / energy profiles / energy-based seismic design methods / metallic device / maximum absorbed energy / plastic strain energy / proposed stepwise energy-based design method / hysteretic energy / diaphragm steel plate / stepwise multi-mode energy-based design method / seismic energy / irrecoverable hysteretic energy / energy profile / metallic devices / shear panel device / step-wise multi-mode energy-based design method / recoverable strain energy / passive energy dissipation system / elastic strain energy / metallic yielding devices / passive energy dissipation systems / input energy / seismic input energy / stable energy dissipation response / /
NaturalFeature
Gold Coast / /
Organization
Federal Emergency Management Agency / School of Civil Engineering / Australian Earthquake Engineering Society / University of Queensland / U.S. Securities and Exchange Commission / MRF Australian Earthquake Engineering Society / Floor Weight Design Load Drift Drift Limit Beam / Column / / /
Position
designer / Associate Professor / Corresponding Author / /
Australian Earthquake Engineering Society 2012 Conference, Dec[removed], Gold Coast, Qld Energy-based design method for seismic retrofitting with passive energy dissipation systems Ali Habibi1*and Faris Albermani2* 1. C