Seismic Behavior of Short Concrete Columns with Prestressing Steel Wires

Table 3

Comparison of calculation and test results.

Specimen number	𝑉𝑐𝑠 (kN)	𝑉𝑝𝑠 (kN)	𝑉^𝑡𝑢 (kN)	𝑉^𝑐𝑢 (kN)	𝑉^𝑡𝑢/𝑉^𝑐𝑢
PZ2	188.53	56.75	405.03	245.28	1.65
PZ3	188.53	192.95	419.30	381.48	1.10
PZ4	188.53	238.34	431.06	426.87	1.02
PZ5	188.53	218.35	419.80	406.88	1.03
PZ6	188.53	118.35	381.36	306.88	1.24
PZ7	188.53	141.73	408.94	330.26	1.24
PZ8	188.53	117.28	451.19	305.81	1.48