In-Plane Strengthening Effect of Prefabricated Concrete Walls on Masonry Structures: Shaking Table Test

Table 4

The maximum strain of concrete at the points S1 and S14 (με).

Test condition	Seismic loading
	El Centro wave		Taft wave		Shanghai wave
	S1	S14	S1	S14	S1	S14
S7-S-NS	8.3	64.8	12.3	17.4	16.7	26.1
M7-S-NS	24.8	41.9	32.1	53.7	31.2	54.9