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Seismic Structural Evaluation of Candi Siva, Prambanan World Heritage Temple, by Introducing Muography
Muon cosmic-ray can penetrate rocks and soils, which give us projection of the path’s density. It indicated that muography technology would be useful for non-destructive survey of inner conditions of massive masonry heritage structures. In order to survey the inner structural condition, this muon detecting technology was successfully introduced to conduct the seismic safety assessment of the Prambanan World Heritage Temple, Indonesia, damaged by the Central Java Earthquake of 2006. The muography showed the volume of the hidden space. The stone masonry monuments of the Prambanan Temple were reconstructed by introducing RCC modern technique in 20 centuries. It was needed in the restoration project to make it clear, in particular, whether the inner RCC structure was damaged or not. On the basis of the muography, 3-D finite element model of the structure was made to evaluate the earthquake-induced stress. As dynamic soil-structure interaction would affect the seismic response of such massive masonry structures, the soil-structure model was employed for the analysis. The seismic response analysis showed the inner RCC frame would not be structurally damaged. The present study gave them helpful knowledge for the structural restoration.
Seismic Structural Evaluation of Candi Siva, Prambanan World Heritage Temple, by Introducing Muography
Muon cosmic-ray can penetrate rocks and soils, which give us projection of the path’s density. It indicated that muography technology would be useful for non-destructive survey of inner conditions of massive masonry heritage structures. In order to survey the inner structural condition, this muon detecting technology was successfully introduced to conduct the seismic safety assessment of the Prambanan World Heritage Temple, Indonesia, damaged by the Central Java Earthquake of 2006. The muography showed the volume of the hidden space. The stone masonry monuments of the Prambanan Temple were reconstructed by introducing RCC modern technique in 20 centuries. It was needed in the restoration project to make it clear, in particular, whether the inner RCC structure was damaged or not. On the basis of the muography, 3-D finite element model of the structure was made to evaluate the earthquake-induced stress. As dynamic soil-structure interaction would affect the seismic response of such massive masonry structures, the soil-structure model was employed for the analysis. The seismic response analysis showed the inner RCC frame would not be structurally damaged. The present study gave them helpful knowledge for the structural restoration.
Seismic Structural Evaluation of Candi Siva, Prambanan World Heritage Temple, by Introducing Muography
Lecture Notes in Civil Engineering
Vayas, Ioannis (editor) / Mazzolani, Federico M. (editor) / Hanazato, Toshikazu (author) / Tanaka, Hiroyuki (author) / Uekita, Yasufumi (author) / Subroto, Yoyok (author)
International Conference on Protection of Historical Constructions ; 2021 ; Athens, Greece
2021-12-04
12 pages
Article/Chapter (Book)
Electronic Resource
English
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