2013
DOI: 10.1016/j.nucengdes.2013.02.047
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Estimation of design basis earthquake using region-specific Mmax, for the NPP site at Kalpakkam, Tamil Nadu, India

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Cited by 24 publications
(3 citation statements)
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“…4.0 within 100km radius of the city. In this regard, DSHA pertaining to NPP at Kalpakkam site location was conducted by Anbazhagan et al (2013) and reported a safe shutdown earthquake (SSE) with a predicted Mw of 6.2 at a distance of 17km from the site.…”
Section: Seismic Hazard Analysismentioning
confidence: 99%
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“…4.0 within 100km radius of the city. In this regard, DSHA pertaining to NPP at Kalpakkam site location was conducted by Anbazhagan et al (2013) and reported a safe shutdown earthquake (SSE) with a predicted Mw of 6.2 at a distance of 17km from the site.…”
Section: Seismic Hazard Analysismentioning
confidence: 99%
“…In case of unavailability of vertical seismic motion data, two-thirds of horizontal motion may be considered (Anbazhagan et al, 2013), and therefore the peak horizontal and vertical acceleration at bedrock level is 0.3g and 0.2 g, respectively. The peak horizontal and vertical accelerations are calculated accordingly as 0.15g and 0.10g, respectively, corresponding to operating basis earthquakes (OBE) at bedrock level.…”
Section: Seismic Hazard Analysismentioning
confidence: 99%
“…Geological surveying in Bangladesh and archive information about earthquakes allowed constructing the map Rooppur NPP construction site is located according to the data of demarcation of macro-seismic regions ( Fig. 1) within Zone II with potential peak ground acceleration (PGA) up to 0.05g (Anbazhagan et al 2013).…”
Section: Seismic Characteristic Of the Rooppur Npp Sitementioning
confidence: 99%