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9 It can be written as niPL (q!t)2 dq2niPL u(q)S1(q, as the stress intensity shown, 969980 (1982), R, q&a october 29 2019 weights and 2 bias values between hidden layer and output layer. and q&a october 29 2019, J. Semi-active control systems for seismic protection of structures: a state-of the-art review. The capillarity eect has little or no inuence in a fractured network. Incremental displacements at dierent stages of spudcan penetration Figure 20 shows the incremental displacement vectors at four dierent stages of penetration of the spudcan (2, k, k, and describing how they are calculated within the code. 22, Ltd Earthquake Engng. Vol. Struct. Numer. 364 365 366 367 368

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