A Comparative Test Study on the Seismic Damage Sustained by Frame-Core Tube Structures

Table 3

Component damage scale of the two models.

Model	Component type
	Frame column	Wall limb		Coupling beam	Frame beam
		Upper floors	Ground floor
Optimization model	< 0.2	< 0.15	< 0.4	0.6 <  < 0.9	0.6 <  < 0.82
Normative model	< 0.49	< 0.22	< 0.55	0.43 <  < 0.9	0.42 <  < 0.82