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Study on existing situation of Cangzhou iron lion under rear earthquake

  • Xiao Dong Wang*
  • , Wei Wang
  • , Lin An Wang
  • , Feng Fan
  • , Xin Qun Yong
  • , Qing Lin Ma
  • *Corresponding author for this work
  • School of Civil Engineering, Harbin Institute of Technology
  • Harbin University of Science and Technology
  • Chinese Academy of Culture Heritage

Research output: Contribution to journalArticlepeer-review

Abstract

The Cangzhou iron lion is the first batch important heritage site under state protection, and it is also an earliest and bigness cast iron historical relic by one pouring technology. In order to evaluate the seismic safety of the lion, a non-linear time-history analysis was performed with finite element program. After the geographical model of the lion was acquired by the method of 3D laser scanning, a finite element model was founded though meshing on the closed entity and then the response of the lion under 8 degrees of an unordinary earthquake action. The results show that the stress of both the lion and its brackets is less than the yield stress respectively, horizontal and vertical displacements are both on the small side, and the lion structure has sufficient seismic safety.

Original languageEnglish
Pages (from-to)238-243
Number of pages6
JournalGongcheng Lixue/Engineering Mechanics
Volume28
Issue number12
StatePublished - Dec 2011
Externally publishedYes

Keywords

  • 3D modeling
  • Cangzhou iron lion
  • Dynamic performance
  • Mechanical simulation
  • Structural safety

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