Probabilistic estimation of maximum inelastic displacement demands for performance‐based design |
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| Authors: | Jorge Ruiz‐García Eduardo Miranda |
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| Institution: | 1. Facultad de Ingeniería Civil, Universidad Michoacana de San Nicolás de Hidalgo, Edificio C, Planta Baja, Cd. Universitaria, Morelia 58040, México;2. Department of Civil and Environmental Engineering, Stanford University, Stanford, CA 94305‐4020, U.S.A. |
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| Abstract: | A probabilistic approach to estimate maximum inelastic displacement demands of single‐degree‐of‐freedom (SDOF) systems is presented. By making use of the probability of exceedance of maximum inelastic displacement demands for given maximum elastic spectral displacement and the mean annual frequency of exceedance of elastic spectral ordinates, a simplified procedure is proposed to estimate mean annual frequencies of exceedance of maximum inelastic displacement demands. Simplifying assumptions are thoroughly examined and discussed. Using readily available elastic seismic hazard curves the procedure can be used to compute maximum inelastic displacement seismic hazard curves and uniform hazard spectra of maximum inelastic displacement demands. The resulting maximum inelastic displacement demand spectra provide a more rational way of establishing seismic demands for new and existing structures when performance‐based approaches are used. The proposed procedure is illustrated for elastoplastic SDOF systems having known‐lateral strength located in a region of high seismicity in California. Copyright © 2007 John Wiley & Sons, Ltd. |
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| Keywords: | performance‐based design inelastic single‐degree‐of‐freedom systems inelastic displacement ratios uniform hazard spectra seismic hazard |
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