Seismic Performance of Ancient Masonry Structures in Korea Rediscovered in 2016 M 5.8 Gyeongju Earthquake

Heon-Joon Park, Jeong-Gon Ha, Se-Hyun Kim and Sang-Sun Jo
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Heon-Joon Park: Ulsan National Institute of Science and Technology (UNIST), Ulsan44919, Korea
Jeong-Gon Ha: Korea Atomic Energy Research Institute (KAERI), Daejeon34057, Korea
Se-Hyun Kim: National Research Institute of Cultural Heritage (NRICH), Daejeon 34122, Korea
Sang-Sun Jo: National Research Institute of Cultural Heritage (NRICH), Daejeon 34122, Korea

Sustainability, 2019, vol. 11, issue 6, 1-13

Abstract: The Gyeongju Historic Areas, which include the millennium-old capital of the Silla Kingdom, are located in the region most frequently affected by seismic events in the Korean peninsula. Despite the numerous earthquakes documented, most of the stone architectural heritage has retained their original forms. This study systematically reviews and categorises studies dealing with the seismic risk assessment of the architectural heritage of the historic areas. It applies research methodologies, such as the evaluation of the engineering characteristics of subsoil in architectural heritage sites, site-specific analysis of the ground motions in response to earthquake scenarios, geographic information system (GIS)-based seismic microzonation according to the geotechnical engineering parameters, reliability assessment of dynamic centrifuge model testing for stone masonry structures and evaluation of seismic behaviour of architectural heritage. The M 5.8 earthquake that hit Gyeongju on September 12, 2016 is analysed from an engineering point of view and the resulting damage to the stone architectural heritage is reported. The study focuses on Cheomseongdae, an astronomical observatory in Gyeongju, whose structural engineering received considerable attention since its seismic resistance was reported after the last earthquake. Dynamic centrifuge model tests applying the Gyeongju Earthquake motions are performed to prove that it is not a coincidence that Cheomseongdae, a masonry structure composed of nearly 400 stone members, survived numerous seismic events for over 1300 years. The structural characteristics of Cheomseongdae, such as the well-compacted filler materials in its lower part, rough inside wall in contrast to the smooth exterior, intersecting stone beams and interlocking headstones are proven to contribute to its overall seismic performance, demonstrating outstanding seismic design technology.

Keywords: Gyeongju Historic Areas; 2016 Gyeongju Earthquake; site characterisation; site-specific ground response analysis; stone architectural heritage; dynamic centrifuge test; Cheomseongdae; ancient seismic design technique (search for similar items in EconPapers)
JEL-codes: O13 Q Q0 Q2 Q3 Q5 Q56 (search for similar items in EconPapers)
Date: 2019
References: View references in EconPapers View complete reference list from CitEc
Citations: View citations in EconPapers (1)

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