Soil-Structure Interaction in Transversely Isotropic Layered Media Subjected to Incident Plane SH Waves

Table 1

Numerical results of effective input motion for and .

		First frequency	Peak value
0	0.5	0.541	1.159
	1.0	0.636	1.219
	2.0	0.711	1.286
2	0.5	0.536	1.410
	1.0	0.606	1.697
	2.0	0.636	1.988
4	0.5	0.370	3.081
	1.0	0.375	3.425
	2.0	0.380	3.477