Skip to main content

Table 6 Static bearing capacity of specimens.

From: Experimental Study on Existing RC Circular Members Under Unequal Lateral Impact Train Collision

Specimen no.

\(M\,(\text{kN m})\)

\(V\,(\text{kN})\)

\({P}_{usc}(\text{kN})\)

\({V}_{usc}\,(\text{kN})\)

YH1

2.68

37.58

22.18

43.00

YH2

2.68

37.58

22.18

43.00

YH3

5.62

37.58

46.43

43.00

YH4

2.68

25.69

22.18

29.36