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THE STABILITY OF THE GENERALISED-α METHOD IN SOIL-PORE FLUID COUPLED FORMULATION
2014
Proceedings of the 4th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2013)
unpublished
This paper investigates the stability of the Generalised-α time integration method (the CH method) for a fully coupled solid-pore fluid formulation. Theoretical stability conditions are derived, which are shown to simplify to the existing ones of the CH method for the one-phase formulation when the solid-fluid coupling is ignored. Finite Element (FE) analyses considering a range of loading conditions are conducted to validate the analytically derived stability condition, showing that the
doi:10.7712/120113.4696.c1074
fatcat:vynyamz26fgbhevpxjzavqrg2u