Surveying damage to historic buildings in Meinong earthquake

• Ren-Zuo Wang ^[1] ; Heng-Chen Chang ^[1] ; Meng-Chieh Lee ^[2]
  1. [1] National Center for Research on Earthquake Engineering,Taiwan
  2. [2] National Taichung University of Science and Technology, Taiwan
• Localización: ARQUEOLÓGICA 2.0 - 8th International Congress on Archaeology, Computer Graphics: Cultural heritage and innovation / José Luis Lerma García (aut.), 2016, ISBN 978-84-9048-455-5, págs. 488-491
• Idioma: inglés
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• Resumen

  • In this paper, according to survey damage to historic building in Meinong earthquake, five damage models for Chinesetemple, the state temple of the Martial God are proposed. These temples were built during 1600s. These five damagemodels are separation of column from wall (M1), roof damage (M3) wall cracks (M5), surface peeling (M6), and Tiltcolumn (M8). Taiwan free field strong earthquake network is used to analyze seismic data from three free field stations.These stations are close to the state temple of the Martial God. Due to forward directivity effect, the stations’ maximumground acceleration amplitude is dependent of distance between epicenter and station. Modal analysis using finiteelement method (FEM) is used to detect weak positions of Martial God temple. Weak positions of numerical results areclose to site failure positions of Martial God temple.