Uniform‐hazard response spectra—An alternative approach
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An alternative method is presented for generating uniform-hazard response spectra making use of a seismic hazard curve expressing annual probability of exceedance as a function of Peak Ground Acceleration (PGA), a set of normalized (PGA = 1g) mean response spectra, and a coefficient-of-variation function for the random normalized spectral values in terms of period T. The practice of using mean + 1σ normalized response spectra, scaled to specified PGA levels, is discussed and associated mean return periods are evaluated.
[1] C. Cornell. Engineering seismic risk analysis , 1968 .
[2] Wilson H. Tang,et al. Probability concepts in engineering planning and design , 1984 .
[3] H. Bolton Seed,et al. Site-dependent spectra for earthquake-resistant design , 1976, Bulletin of the Seismological Society of America.
[4] A. Der Kiureghian,et al. A fault-rupture model for seismic risk analysis , 1977 .
[5] Kenneth W. Campbell,et al. Near-source attenuation of peak horizontal acceleration , 1981 .