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The authors propose a methodology to perform seismic damage assessment ofinstrumented wood-frame buildings using response measurements. The proposedmethodology employs a nonlinear model-based state observer that combines sparseacceleration measurements and a nonlinear structural model of a building toestimate the complete seismic response including displacements, velocity,acceleration and internal forces in all structural members. From the estimatedseismic response and structural characteristics of each shear wall of thebuilding, element-by-element seismic damage indices are computed and remaininguseful life (pertaining to seismic effects) is predicted. The methodology isillustrated using measured data from the 2009 NEESWood Capstone full-scaleshake table tests at the E-Defense facility in Japan.

Seismic Damage Assessment of Instrumented Wood-frame Buildings: A Case-study of NEESWood Full-scale Shake Table Tests