Research on Structural Design of an Isolated High-Rise Building with Enlarged Base and Multiple Tower Layer in High-Intensity Area

Table 4

Isolation bearing pressure, tensile stress, and deformation.

Location and type of support		Compressive stress/MPa	Tensile stress/MPa	Maximum deformation in vector direction/mm
Podium roof	Rubber bearing	25.1	0.32	466
	Elastic slide plate support	20.9	0.70	448
Rubber bearing at the bottom of core tube		22.9	0 (compression)	431