Modification Research of the Internal Substructure Method for Seismic Wave Input in Deep Underground Structure-Soil Systems

Table 1

Peak displacement and von Mises stress of different points.

Method and model	Displacement (m)		von Mises stress (Mpa)
	Point A	Point B	Point A	Point B
Modified ISM-model 1	1.128 (0.80%)	1.294 (0.23%)	96.369 (0.07%)	10.617 (0.56%)
Original ISM-model 2	1.145 (2.32%)	1.294 (0.23%)	96.574 (0.28%)	10.620 (0.59%)
BSM-model 3	1.119	1.291	96.302	10.558