Inelastic Parametric Analysis of Seismic Responses of Multistorey Bidirectional Eccentric Structure

Table 1

The peak values of the top floor displacement under frequently occurred earthquake.

Seismic wave	Displacement peak values (mm)	3D refined model	Simplified model	Error
Tianjin wave		-5.270	-5.240	0.57%
		0.775	0.683	11.93%
		-1.119	-1.186	-6.01%
EL-Centro wave		4.320	4.480	-3.70%
		-0.846	-0.807	4.61%
		-0.953	-1.029	-8.04%
Tianjin artificial wave		4.190	4.020	4.06%
		0.843	0.782	7.29%
		-0.086	-0.080	6.75%