97-0008 A Method for Earthquake Motion-Damage Relationships with Application to Reinforced Concrete Frames A. Singhal and A. Kiremidjian 1997 Stanford University 244 PB98-108988 35 The research presented in this report provides a general method for developing relationships between earthquake ground motion and damage. The motion-damage relationships were presented as fragility curves and damage probability matrices. The major components of the methodology consist of: 1) characterization of the potential ground motions; 2) characterization of the nonlinear response of the structure when subjected to extreme dynamic loads; 3) application of the methodology to reinforced concrete frames; 4) sensitivity studies for different structural attributes; and 5) development of a Bayesian technique to update the motion-damage relationships. (Authors' abstract). Damage prediction. Fragility curves. Damage probability matrices. Reinforced concrete frames. Input ground motion. Monte Carlo simulation. Stationary Gaussian processes. Autoregressive moving average (ARMA) models. Bayesian statistics. Motion damage relationships. Nonlinear response. Dynamic loads.