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 作者：Gabriele Ameri , Fabrice Hollender , Vincent Perron ... 来源：[J].Bulletin of Earthquake Engineering(IF 1.56), 2017, Vol.15 (10), pp.4089-4111Springer 摘要：Modern probabilistic seismic hazard assessment (PSHA) focuses on the separation and different treatment of epistemic and aleatory uncertainties. Recent site-specific PSHA studies have pointed out that, if the site response and its epistemic uncertainties can be appropriately...
 作者：S. D. Fotopoulou , K. D. Pitilakis 来源：[J].Bulletin of Earthquake Engineering(IF 1.56), 2017, Vol.15 (12), pp.5191-5215Springer 摘要：... First, a probabilistic seismic hazard curve for the selected intensity measure(s) is derived together with the associated information for magnitude and magnitude/distance disaggregation based on a traditional probabilistic seismic hazard analysis (PSHA). Then, a displacem...
 作者：Mario Ordaz , Ezio Faccioli 来源：[J].Bulletin of Earthquake Engineering(IF 1.56), 2018, Vol.16 (5), pp.1829-1846Springer 摘要：Abstract(#br)It is a common practice to describe the activity of a seismogenic source using Gutenberg–Richter magnitude–frequency relation. The use of this relation includes the statistical determination of three parameters, two of which will be discussed in this paper: the ...
 作者：Sung Kyun Kim , Jung Mo Lee 来源：[J].Geosciences Journal(IF 0.618), 2017, Vol.21 (4), pp.523-533Springer 摘要：Probabilistic seismic hazard analysis (PSHA) generally requires the identification of line sources (active faults) and area sources where seismicity parameters must be determined. It is not easy to identify seismic sources and to estimate seismicity parameters for sources in the ...
 作者：M. Papaspiliou , S. Kontoe 来源：[J].Bulletin of Earthquake Engineering(IF 1.56), 2013, Vol.11 (5), pp.1287-1304Springer 摘要：Abstract(#br)This paper investigates issues related to the number of ground-motion records required for the performance of site response analysis and the inclusion of the site-specific amplification function within probabilistic seismic hazard calculations (PSHA). It explores the...
 作者：Giovanni Lanzano , Maria D’Amico , Chiara Felicetta ... 来源：[J].Bulletin of Earthquake Engineering(IF 1.56), 2017, Vol.15 (6), pp.2411-2428Springer 摘要：This paper is a reappraisal of the study on the single-station sigma for Italian strong-motion stations carried out by Luzi et al. (Bull Seismol Soc Am 104:467–483, 2014 ). A residual analysis considering the time interval 1972–2015 is carried out on two datasets, using 4.0 ...
 作者：Giovanni Lanzano , Francesca Pacor , Lucia Luzi ... 来源：[J].Bulletin of Earthquake Engineering(IF 1.56), 2017, Vol.15 (11), pp.4563-4583Springer 摘要：In this paper, we separate the residuals of ground motion prediction equations into different components, calculating the repeatable site-specific ( $$\delta S2S_{s}$$ ), location-specific ( $$\delta L2L_{r}$$ ) and path-specific ( $$\delta P2P_{er}$$ ) correction for the me...
 作者：Hossein Ebrahimian , Fatemeh Jalayer , Giovanni Forte ... 来源：[J].Bulletin of Earthquake Engineering(IF 1.56), 2019, Vol.17 (9), pp.4743-4796Springer 摘要：Abstract(#br)Probabilistic seismic hazard analysis (PSHA) encompasses quantitative estimation of seismic hazard at a site by considering all plausible earthquake scenarios. The outcome of a PSHA is often reported as the mean rate of exceeding a specific ground motion intensity me...
 作者：M. Mucciarelli 来源：[J].Natural Hazards and Earth System Sciences(IF 1.751), 2014, Vol.14 (10), pp.2761-2765DOAJ 摘要：In recent times a great deal of research aimed to reduce ofuncertainties in probabilistic seismic hazard analysis (PSHA). Most attentionwas paid to the role of ground motion prediction equations (GMPEs; see, e.g.,Strasser et al., 2009), while no studies were devoted to a possible...
 作者：AbdulMuttalib Isa Said , Mustafa Shakir Farman 来源：[J].Arabian Journal of Geosciences(IF 0.74), 2018, Vol.11 (11), pp.1-19Springer 摘要：... Previous studies present their results in terms of PGA and for return periods of 500 years and less, and other studies not continued to include the whole PSHA process whereas some recent studies continued to include the whole PSHA process using earthquakes data till 2009 incl...