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International Journal of Concrete Structures and Materials

Table 8 Range analysis results.

From: Mechanical Characteristics of Hybrid-Fiber-Reinforced Concrete Shaft Wall Structure Under Uneven Load

Factor level

A

B

C

Factors from major to minor

Ultimate bearing capacity

 K1

4.40

3.33

6.70

BAC

 K2

5.27

5.33

5.03

 K3

7.13

8.13

5.07

 R

2.73

4.80

1.67

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