Deterministic Seismic Hazard Analysis of Sree Padmanabhaswamy Temple, Kerala State

dc.contributor.authorPadmanabhan, M.P.H.
dc.contributor.authorSiddhardha, R.
dc.contributor.authorKolathayar, S.
dc.contributor.authorHegde, R.
dc.contributor.authorBeekanahalli Mokshanatha, B.M.
dc.date.accessioned2026-02-03T13:20:04Z
dc.date.issued2025
dc.description.abstractDeterministic seismic hazard analysis (DSHA) is a technique employed to estimate potential hazards and ground shaking resulting from specific earthquake scenarios at a given location. In the present study, DSHA is conducted for the Sree Padmanabhaswamy Temple, situated in the southernmost district of Kerala, India. This seismic hazard study is crucial due to the temple’s proximity to seismic events such as the 1900 AD Coimbatore earthquake with a magnitude of 6.3 M<inf>w</inf> and the 2000 Pala earthquake with a magnitude of 4.7 M<inf>w</inf>. This study examines earthquake data within a 500 km radius surrounding the Sree Padmanabhaswamy Temple in Thiruvananthapuram District, Kerala, from 1819 to 2022 AD. The seismic zone of the temple site is III according to the Indian zonation map (IS 1893 (Part 1): 2016), relying on past earthquakes recorded throughout India. The collected earthquake data underwent a homogenization process to determine the moment magnitude (M<inf>w</inf>), distinguishing foreshocks and aftershocks from the main shocks. A seismotectonic map was developed comprising of geological discontinuities and 316 earthquakes events with moment magnitudes between 3.0 and 6.3 M<inf>w</inf>. The software tools employed for this work include MATLAB, QGIS and ZMAP. The Log-likelihood technique (LLH) was used to choose the ground motion prediction equations (GMPEs) for the location. The GMPEs were then given weights based on the computed values of the data support index (DSI). The study region was partitioned into a grid size of 0.05° × 0.05° (5 km × 5 km). Using MATLAB code, the peak ground acceleration (PGA) was estimated for the site and PGA was found in the center of each grid cell, taking into account all seismic sources within a 500 km radius. In addition, site-specific deterministic spectrum was also developed. The findings show that Sree Padmanabhaswamy Temple has low seismicity, which is defined by weak to moderate earthquakes that have sources close to the temple. © The Author(s), under exclusive licence to Indian Geotechnical Society 2024.
dc.identifier.citationIndian Geotechnical Journal, 2025, 55, 2, pp. 955-972
dc.identifier.issn9719555
dc.identifier.urihttps://doi.org/10.1007/s40098-024-00960-3
dc.identifier.urihttps://idr.nitk.ac.in/handle/123456789/20361
dc.publisherSpringer
dc.subjectAcceleration
dc.subjectEarthquake effects
dc.subjectEquations of motion
dc.subjectHazards
dc.subjectHomogenization method
dc.subjectMotion estimation
dc.subjectSeismic response
dc.subjectData support
dc.subjectData support index
dc.subjectDeterministic seismic hazard analysis
dc.subjectEarthquake data
dc.subjectGround motion prediction
dc.subjectGround motion prediction equation
dc.subjectHomogenization
dc.subjectPeak ground acceleration
dc.subjectPrediction equations
dc.subjectSeismic hazards
dc.subjectMATLAB
dc.subjectearthquake event
dc.subjectearthquake magnitude
dc.subjectearthquake prediction
dc.subjectground motion
dc.subjecthazard assessment
dc.subjectpeak acceleration
dc.subjectseismic hazard
dc.subjectseismicity
dc.subjectseismotectonics
dc.subjectIndia
dc.subjectKerala
dc.titleDeterministic Seismic Hazard Analysis of Sree Padmanabhaswamy Temple, Kerala State

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