2012
DOI: 10.1785/0120100268
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Regional Arias Intensity Attenuation Relationship for Taiwan Considering VS30

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Cited by 25 publications
(20 citation statements)
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“…According to the NEHRP site classification, all of the sites on the hanging wall belong to site category C (V S30 in the range of 360-760 m=s), whereas the sites on the footwall belong to categories C and D (V S30 in the range of 180-360 m=s). According to Lee et al (2012), Arias intensity for site class D locations will be higher than those for site class C locations. Therefore, site effects are not likely to be the reason for the discrepancy between the residuals of the hanging wall and footwall.…”
Section: Effects Of the Hanging Wall And Footwallmentioning
confidence: 99%
See 1 more Smart Citation
“…According to the NEHRP site classification, all of the sites on the hanging wall belong to site category C (V S30 in the range of 360-760 m=s), whereas the sites on the footwall belong to categories C and D (V S30 in the range of 180-360 m=s). According to Lee et al (2012), Arias intensity for site class D locations will be higher than those for site class C locations. Therefore, site effects are not likely to be the reason for the discrepancy between the residuals of the hanging wall and footwall.…”
Section: Effects Of the Hanging Wall And Footwallmentioning
confidence: 99%
“…Given the clear benefits of using Arias intensity to capture the potential destructiveness of earthquakes, and especially the seismic landslide hazard, various authors have studied the Arias intensity attenuation relationship for different regions around the world (Sabetta and Pugliese, 1996;Kayen and Mitchell, 1997;Travasarou et al, 2003;Bragato and Slejko, 2005;Danciu and Tselentis, 2007;Stafford et al, 2009;Lee et al, 2012). Previous studies on strong ground motion have shown that in the near-fault region of thrust fault earthquakes, the vertical component of strong ground motion can be stronger than the horizontal component (Bozorgnia and Campbell, 2004;Xie et al, 2010;Gülerce and Abrahamson, 2011), whereas the fault-parallel component is usually weaker than the fault-normal component (Somerville et al, 1997;Somerville, 1998;Kalkan and Kwong, 2014).…”
Section: Introductionmentioning
confidence: 99%
“…This can be obtained through a regular probabilistic seismic hazard analysis (PSHA) (Wong et al, 2004) that uses a fault-source model in addition to the regional source model (Cheng et al, 2007) and a proper set of Arias intensity attenuation equations (Lee et al, 2012).…”
Section: Temporal Probability Of Landslidesmentioning
confidence: 99%
“…First, we used our seismic hazard model of Taiwan (Cheng et al, 2007) and a new Arias-intensity attenuation relationship (Lee et al, 2012) to perform a PSHA and compile a 475-year Arias-intensity map for Taiwan (Fig. 7a).…”
Section: Mapping Of Seismic Landslide Hazards For the Whole Of Taiwanmentioning
confidence: 99%
“…Wald et al (1990), Harp and Wilson (1995), Mahdavifar et al (2007), Rajabi et al (2010), Lee et al (2012) among others. While some of these laws estimate the value of Ia based on two predictors cited in Eq.…”
Section: Introductionmentioning
confidence: 99%