Stability analyses for ancient masonry structures using discontinuous deformation analysis and numerical manifold method

Takeshi Sasaki, Ikuo Hagiwara, Kastuji Sasaki, Ryunoshin Yoshinaka, Yuzo Ohnishi, Satishi Nishiyama, Tomofumi Koyama

Research output: Contribution to journalArticle

16 Citations (Scopus)

Abstract

In this paper, the stability including stress distribution of two ancient masonry structures, the pyramid of the Pharaoh Khufu, Egypt and the Pont of Gard, were analyzed using discontinuous deformation analysis (DDA) and numerical manifold method (NMM). For the simulation using NMM, the newly developed four-node isoparametric element was used. The stress distributions/concentration were calculated and compared between the two methods. The calculated results show qualitative agreement with observations. DDA and NMM are applicable to simulate the physical phenomena of masonry structures.

Original languageEnglish
Pages (from-to)247-275
Number of pages29
JournalInternational Journal of Computational Methods
Volume8
Issue number2
DOIs
Publication statusPublished - Jun 1 2011
Externally publishedYes

Keywords

  • Discontinuous deformation analysis (DDA)
  • ancient masonry structure
  • numerical manifold method (NMM)
  • stability analysis

ASJC Scopus subject areas

  • Computer Science (miscellaneous)
  • Computational Mathematics

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