Pulse-Period--Moment-Magnitude Relations Derived with Wavelet Analysis and their Relevance to Estimate Structural Deformations

Abstract

Motivated from the quadratic dependence of peak structural displacements to the pulse period, Tp, of pulse-like ground motions, this paper revisits the Tp--MW relations of ground motions generated from near-source earthquakes with epicentral distances, D≤ 20 km. A total of 1260 ground motions are interrogated with wavelet analysis to identify energetic acceleration pulses (not velocity pulses) and extract their optimal period, Tp, amplitude, ap, phase, φ and number of half-cycles, γ. The interrogation of acceleration records with wavelet analysis is capable of extracting shorter-duration distinguishable pulses with engineering significance, which override the longer near-source pulses. Our wavelet analysis identified 109 pulse-like records from normal faults, 188 records from reverse faults and 125 records from strike-slip faults, all with epicentral distances D≤ 20 km. Regression analysis on the extracted data concluded that the same Tp--MW relation can be used for pulse-like ground motions generated either from strike-slip faults or from normal faults; whereas, a different Tp--MW relation is proposed for reverse faults. The study concludes that for the same moment magnitude, MW, the pulse periods of ground motions generated from strike-slip faults are on average larger than these from reverse faults. Most importantly, our wavelet analysis on acceleration records produces Tp--MW relations with a lower slope than the slopes of the Tp--MW relations presented by past investigators after merely fitting velocity pulses. As a result, our proposed Tp--MW relations yield lower Tp values for larger-magnitude earthquakes (say MW> 6), allowing for the estimation of dependable peak structural displacements that scale invariably with apTp2.

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