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Extra info for Advances in discontinuous numerical methods and applications in geomechanics and geoengineering : proceedings of the 10th International Conference on Advances in discontinuous numerical methods and applications in geomechanics and geoengineering, ICADD, H
Nishiyama, S. 2007. Recent insights of analyses using discontinuous methods in rock engineering in Japan, Proceedings of Eighth International Conference on the Analysis of Discontinuous Deformation, Beijing, pp. 15–26. , Nishiyama, S. & Sasaki, T. 2006. Development and application of discontinuous deformation analysis, Proceedings of 4th Asia Rock Mechanics Symposium, Singapore, pp. 59–70. Sasaki, T. & Ohnishi, Y. 2001. Analysis of the discontinuous rock mass by four node iso-parametric Manifold method, Proceedings of Fourth International Conference for Analysis of Discontinuous Deformation, Glasgow, Scotland pp.
The contact dampers are remains under the high velocity contacts motions between blocks to avoid surplus penetrations. The calculating steps of the earthquake response analysis are two phases as the first static phase and the second on the earthquake response phase. Therefore, we required to change the analysis modes as the static of the initial stress analysis and the dynamic response analysis. Therefore, the earthquake response analysis is the most difficult to solve collect answers in DDA. , 2007) with the boundary dampers of the base block to simulate the infinite condition of the foundation.
Int. J. Rock Mech. Min. , 41:1329–64. , Zambas, C. & Papantonopoulos, C. 2003. Numerical study of the seismic behaviour of a part of the Parthenon Pronaos. Earthquake Eng Struct. , 32: 2063–2084. Russell, D. 2011. The next generation of Itasca software. com (consulted 31 October 2011). P. E. 2011. A historical review of the development of numerical cave propagation simulations. In Sainsbury, Hart, Detournay & Nelson (eds), Continuum and Distinct Element Numerical Modeling in Geomechanics 2011, Paper 02–02.