Size Effect on the Seismic Performance of High-Strength Reinforced Concrete Columns with Different Shear Span-to-Depth Ratios

Table 8

Local factor of safety calculated according to the Chinese code [4].

Test no.	[kN⋅m]	[kN⋅m]
WF-3-2	267.8	154.3	1.74
WF-5-2	1172.1	714.5	1.64
WF-7-2	2850.5	1960.8	1.45
WF-3-4	217.9	156.4	1.39
WF-5-4	1060.3	724.1	1.46
WF-7-4	2466.9	1987.2	1.24