“…Besides, it must be noted that a complex method (e.g., PSHA) is not necessarily more reliable than a simple one (e.g., DSHA), considering the natural randomness in earthquake not fully understood [26,27]. Therefore, like many others, this FOSM seismic hazard assessment, which is repeatable with the same input data, is a new, scientific reference to the levels of seismic hazard in the two major cities in Taiwan.…”
Section: Robustness Of Seismic Hazard Analysismentioning
confidence: 94%
“…It has been pointed out that not a seismic hazard assessment is perfect without challenge [26], so that the robustness of a seismic hazard analysis is not related to methodology, but to a transparent and repeatable process [27]. Besides, it must be noted that a complex method (e.g., PSHA) is not necessarily more reliable than a simple one (e.g., DSHA), considering the natural randomness in earthquake not fully understood [26,27].…”
Section: Robustness Of Seismic Hazard Analysismentioning
“…Besides, it must be noted that a complex method (e.g., PSHA) is not necessarily more reliable than a simple one (e.g., DSHA), considering the natural randomness in earthquake not fully understood [26,27]. Therefore, like many others, this FOSM seismic hazard assessment, which is repeatable with the same input data, is a new, scientific reference to the levels of seismic hazard in the two major cities in Taiwan.…”
Section: Robustness Of Seismic Hazard Analysismentioning
confidence: 94%
“…It has been pointed out that not a seismic hazard assessment is perfect without challenge [26], so that the robustness of a seismic hazard analysis is not related to methodology, but to a transparent and repeatable process [27]. Besides, it must be noted that a complex method (e.g., PSHA) is not necessarily more reliable than a simple one (e.g., DSHA), considering the natural randomness in earthquake not fully understood [26,27].…”
Section: Robustness Of Seismic Hazard Analysismentioning
“…Mualchin (2005) commented that no seismic hazard analysis should be perfect without challenge, given our limited understanding of the random earthquake process. Moreover, Kluegel (2008) considered that the key to a robust seismic hazard study is a transparent and repeatable process, regardless of methodology.…”
Section: Recent Discussion On Seismic Hazard Analysismentioning
Abstract. Earthquake size can be described with different magnitudes for different purposes. For example, local magnitude M L is usually adopted to compile an earthquake catalog, and moment magnitude M w is often prescribed by a ground motion model. Understandably, when inconsistent units are encountered in an earthquake analysis, magnitude conversion needs to be performed beforehand. However, the conversion is not expected at full certainty owing to the model error of empirical relationships. This paper introduces a novel first-order second-moment (FOSM) calculation to estimate the annual rate of earthquake motion (or seismic hazard) on a probabilistic basis, including the consideration of the uncertain magnitude conversion and three other sources of earthquake uncertainties. In addition to the methodology, this novel FOSM application to engineering seismology is demonstrated in this paper with a case study. With a local ground motion model, magnitude conversion relationship and earthquake catalog, the analysis shows that the best-estimate annual rate of peak ground acceleration (PGA) greater than 0.18 g (induced by earthquakes) is 0.002 per year at a site in Taipei, given the uncertainties of magnitude conversion, earthquake size, earthquake location, and motion attenuation.
“…Therefore, uncertainties abound, but practicing geologists must be realistic and must arrive at reasonable conclusions. Inherently, as in many geoscience investigations, professional judgment will be required (Terzaghi, 1950;Mualchin, 2005) by both the applicants' licensed geologists and by agency reviewers.…”
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