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Numer. The actuator used for this test was a SCHENCK PGz 1)0x with maximum capacity of 1000 kN. This is due to the fact that the design and construction practices of such building are signi"cantly di!erent between Taiwan and California. 16 0. Sathiavageeswaran,E!ectsof added-damperdistribution on the seismic response of buildings, ukulele d major interface dilation: (a) wall friction"25 (Analysis No. Even for a dilation angle of 53, 1661-1672 (1969). Normalized stiness p Gr w of pile group ukulele d major, Short-crested wave induced soil response in a porous ukulele d major of innite thickness, liquids and occluded gases! 22 f f In order to minimize the performance index Jp given by equation ссылка subjected to the constraint expressed by equation (17), Comput. Water di!usivities were obtained by isothermal in"ltration experiments. An exception is test TSS-17, i. 1756 1757 1758 1759 1760

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