Seismic Response and Economic Study of New Light Steel-Wood-Plastic Structure in Rural Yunnan, China

Table 3

Comparison of base shear force of each structure type under three seismic waves (unit: kN).

	Seismic waves
	EL-Centro wave	Lanzhou wave	Shanghai artificial wave
Seismic-resistant model	130.12	152.62	208.6
Highly damped	84.52	54.02	63.72
Friction pendulum	96.3	77.78	54.64
LRB400	109.38	92.54	110.54
LRB500	109.78	93.98	112
LRB600	109	93.42	110.02
BRB support	118.16	143.42	190.26
Soft-steel support	123.34	144.7	197.2
Common support	127.3	149.32	203.06