Rural Masonry Isolating Structure and LRB Experiment: Seismic Resistance Properties and Statistical Data Curve Analyses

Table 3

MLQT-1\MLQT-2 displacement.

Specimen number	Peak acceleration (gal)	Maximum displacement (mm)
MLQT-1	140	−1.879
	200	−4.280
	280	−7.251
	400	8.779
MLQT-2	200	9.990
	300	13.610
	400	16.657
	510	21.497