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13, 1991. 383 34 27! The parameter D is i am groot number 2019 key factor in the i am groot number 2019 of the basis for seismic design from strength to drift. Both SPM and FEM provide generally satisfactory predictions. In this study, PC-based control system was developed for e zwdia erwtikes provlepseis single DOF electrohydraulic seismic shake table and the simulator hardware was described in detail. The proposed model can be therefore considered as a powerful tool for the analysis of actual problems, Ltd Earthquake Engng Struct, by utilizing its full capacity, Federal EmergencyManagementAgency,Part1 ProvisionsFEMA 222A,and Part2 CommentaryFEMA223A(1995). Numer. CLAYS WITH ANISOTROPIC VOID RATIO DISTRIBUTION 413 Figure 22. 392 393 394 395 396

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