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The trend in the local rotations with wall height is shown in Fig. 32. , 0 d- lq m 0 m — 0 1+ ,0 0 I 38 I J FIGURE 32. g. relative top-to-bottom displacement is larger for SS1 model so that dwplacement is shown graphiiy on both models for comparative purposes). +-- t Fixed base analysis 1 Coupled SS1analysis 1’ t I o 1 I 110-7 t I I 210-7 310-7 410-7 Looalwall rotation(rad) 1 510-7 610-7 FIGURE 33. Local wall rotations as a fimction of wall height. 0 Summary and Conclusions The analyses contained herein have demonstrated that the interaction between the NIF special equipment structures and their soil/foundations is an important, fit order factor in structural vibration stability considerations.

Soil-Structure Interaction Analysis for Seismic Response, Journal of the Geotechnical Engineering Division, ASCE, Vol. 101, No. GT5, May 1974. , Finite Dynamic Model for Injinite Media, Journal of the Engineering Mechanics Division, AXE, Vol. 95, No. 4, August1968.

F. , i% Field and Radiation Impedence of Mechanical Radiators on the Free Surface of a Semi-Infinite Isotrvpic Solid, Proc. Royal Society, London, Vol. 223, Pp 521-541. S. , Elastic Waves in Layered Media, McGrawHill, 1957. B. , Nonlinear Modelfor Building-Soil Systems, Journal of Engineering Mechanics, ASCE, Vol. 120, No. 5, May 1994. , Lysmer,J. , Soil-Structure Interaction Analysis for Seismic Response, Journal of the Geotechnical Engineering Division, ASCE, Vol. 101, No. GT5, May 1974. , Finite Dynamic Model for Injinite Media, Journal of the Engineering Mechanics Division, AXE, Vol.

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