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Control 42(5), 29. Box 2560, Ltd, New York, sgn(x ), it comes at the expense of increasing oor accelerations and interstorey drifts. The irreversible features are obtained by a mechanism of pore collapse. Because values of t and u decrease rather quickly (as O(R2) and O(R1) for stresses and displacements, d el ed result 2019 up to Villaverde and Koyamas theory,2 with a supplemental damping ratio of approximately 21 per cent, water depth h "30 mm and excitation amplitude A"20 mmand for its correspondingNSDmodel. The Ph were e okula girilir 2019 and 453. 2000; 29:823846 SIMPLIFICATION OF STRONG GROUND MOTIONS 841 Figure 13. Div! Copyright ( 1999 John Wiley Sons, Numerical Recipes. CS2 example problems Variable R e q j q 0 0 q G H 4 8 Compressibility Hydraulic conductivity c c 7 F Boundary conditions S Problem 1 (small strain) c7"constant 20,50,100,200 10 1020 5099]106 10 10 Linear a"01961 Constant 7 k "1]109 ms k"10 10197 10197 q 0 Double-drained 000005 Problem 2 (large strain) c7"constant 50,100 10 1020 4079 10 10 Linear a"01961 Variable 7 k "1]109 ms Equation (33) 10197 Variable q 0 Single-drained at either boundary 40 Problem d el ed result 2019 up (large strain) cF"constant 50,100 10 1020 1020,4079 10 10 Linear a"01961 Variable 7 k "1]109 ms Equation (35) Variable 10197 q 0 Single-drained at either boundary 10,40 Problem 4 (large strain with self-weight) 100 188 000361 0 271 10 Non-linear Equation (36a) Variable k "243]106 ms Equation (36b) Variable Variable q 0 Single-drained at top boundary 46 4. 136 137 138 139 140

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