TY - JOUR
T1 - GIS-based evaluation of seismic hazard for cultural heritage sites in Gyeongju historic areas
AU - Ji, Kyuchan
AU - Baluch, Khaqan
AU - Park, Heon Joon
N1 - Publisher Copyright:
© 2024 Elsevier Ltd
PY - 2024/3
Y1 - 2024/3
N2 - This study aims to evaluate the seismic hazard for cultural heritage sites based on pre-existing seismic hazard assessments, by reflecting the damage to cultural heritage sites in the Gyeongju historic area during the 2016 Gyeongju and 2017 Pohang earthquakes. Regarding site effects, the pre-existing seismic hazard assessments for cultural heritage sites suggested dependable outcomes; however, the topographic effect was considered to be negligible. The pre-existing seismic risk assessments for cultural heritage sites conducted one-dimensional equivalent linear analyses utilizing five input motions; seismic microzonation was performed by considering mountainous areas as rock outcrops with no site amplification. In this study, to assess site amplification, one-dimensional ground response analyses were carried out. Equivalent linear and non-linear analyses were conducted at thirty-six cultural heritage sites using ten input motions, including the 2016 Gyeongju and 2017 Pohang earthquakes. Their results were compared to improve the reliability of the evaluation of site amplification. Triangulation points were replaced with cultural heritage sites located in mountainous areas, and seismic microzonation was conducted based on updated information. To verify the significance of topographic effects in seismic hazard assessment, topographic features of the mountainous area were characterized by slope angle and relative elevation. Then, the possibility of topographic effects was determined by considering topographic features along with the results of ground response analyses. Complementary seismic hazard assessment shows that both site and topographic effects should be considered to estimate reliable seismic hazard.
AB - This study aims to evaluate the seismic hazard for cultural heritage sites based on pre-existing seismic hazard assessments, by reflecting the damage to cultural heritage sites in the Gyeongju historic area during the 2016 Gyeongju and 2017 Pohang earthquakes. Regarding site effects, the pre-existing seismic hazard assessments for cultural heritage sites suggested dependable outcomes; however, the topographic effect was considered to be negligible. The pre-existing seismic risk assessments for cultural heritage sites conducted one-dimensional equivalent linear analyses utilizing five input motions; seismic microzonation was performed by considering mountainous areas as rock outcrops with no site amplification. In this study, to assess site amplification, one-dimensional ground response analyses were carried out. Equivalent linear and non-linear analyses were conducted at thirty-six cultural heritage sites using ten input motions, including the 2016 Gyeongju and 2017 Pohang earthquakes. Their results were compared to improve the reliability of the evaluation of site amplification. Triangulation points were replaced with cultural heritage sites located in mountainous areas, and seismic microzonation was conducted based on updated information. To verify the significance of topographic effects in seismic hazard assessment, topographic features of the mountainous area were characterized by slope angle and relative elevation. Then, the possibility of topographic effects was determined by considering topographic features along with the results of ground response analyses. Complementary seismic hazard assessment shows that both site and topographic effects should be considered to estimate reliable seismic hazard.
KW - Cultural heritage sites
KW - Non-linear analysis
KW - Seismic hazard assessment
KW - Seismic microzonation
KW - Site effects
KW - Topographic effects
UR - http://www.scopus.com/inward/record.url?scp=85184039228&partnerID=8YFLogxK
U2 - 10.1016/j.soildyn.2024.108507
DO - 10.1016/j.soildyn.2024.108507
M3 - Article
AN - SCOPUS:85184039228
SN - 0267-7261
VL - 178
JO - Soil Dynamics and Earthquake Engineering
JF - Soil Dynamics and Earthquake Engineering
M1 - 108507
ER -