| Document Date: 2012-09-21 11:37:39
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City Buffalo / North Tonawanda / / Company Where Kg / D. Taylor Taylor Devices Inc. / / Country United States / / Facility Rice University / / IndustryTerm negative stiffness systems / passive seismic protection systems / elastic and inelastic structural systems / passive systems / supplemental damping devices / passive damping device / structural systems / secondary systems / pseudo negative stiffness systems / hydraulic device / optimization algorithm / stiffness device / few such passive systems / adaptive negative stiffness device / energy dissipation systems / hydraulic devices / negative stiffness device / nonlinear interior-point optimization algorithm / nonlinear active control algorithm / inelastic energy dissipation / negative stiffness devices / passive devices / base isolation systems / proposed adaptive negative stiffness device / be reduced substantially using passive seismic protection systems / obtained using nonlinear interior-point optimization algorithm / / NaturalFeature Valley FN Rinaldi FN / / Organization Rice University / Houston / National Science Foundation / SUNY / / Person Spencer Jr / Joy Pauschke / Lavan / Cimellaro / / Position program director / representative / G. P. / output feedback controller / / Technology nonlinear interior-point optimization algorithm / Environmental Engineering / nonlinear active control algorithm / SIMULATION / optimization algorithm / /
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A New Structural Modification Approach for Seismic Protection using Negative Stiffness Device D. T. R. Pasala & S. Nagarajaiah Dept. of Civil and Environmental Engineering, Rice University, Houston, TX-77005, USA.