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Proceedings of the 5th Asian-Pacific Symposium on Structural Reliability and its Applications
In reliability-based seismic design of a structure, it is important to estimate the maximum response of an inelastic oscillator corresponding to a prescribed exceedance probability during a reference period. This paper first investigates the accuracy of the use of either a uniform hazard spectrum (UHS) or a conditional mean spectrum along with an equivalent linearization technique to estimate the response. Then, a new approximation method is proposed using UHS along with a modified Capacitydoi:10.3850/978-981-07-2219-7_p144 fatcat:gyazu6c62bddpgxwqsnufvykia