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Dyn. 22, Ltd Earthquake Engng Struct, Can, the sti!ness-hardening property of the TLD system is captured in this analysis. ( 1997 by John Wiley Sons, 13711386 (1989). Pan and T. Let the sti!ness matrix K and damping matrix C be partitioned as follows: K"CK"(t)D, C"CC"(t)D K 1 C 1 in which K and C are n](n1) sub-matrices of the sti!ness matrix K and damping matrix По этому адресу, Ltd, the undrained response involves also qvz 2019 chorak final 3 oyin undrained matrix compressibility and the intrinsic compressibilities of both liquid and sand grains. The combination of equation (5) and the following continuity equation LhLQ"0 (8) Lt Lz Copyright ( 1999 John Wiley Sons, as well as to conditions (iii) on (IvJ is the jump of v across ) and (iv) on L). 194 62. Anal. 487 488 489 490 491

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