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International Journal of Concrete Structures and Materials

Table 4 Beam moment and drift ratio of beam–column joint

From: Assessing the Seismic Performance of Exterior Precast Concrete Joints with Ultra-High-Performance Fiber-Reinforced Concrete

Specimen

Mn (kN·m)

Mpeak (kN·m)

δpeak (%)

My (kN·m)

δy (%)

μ

PJ-MR

55.0

48.84 (− 45.81)

3.85

36.63 (− 34.36)

2.62

1.07

PJ-CR

49.92 (− 48.70)

2.95

37.03 (− 36.52)

2.22

1.43

PJ-MU

50.32 (− 48.68)

3.01

37.74 (− 36.51)

1.27

1.60

PJ-CU

54.54 (− 49.23)

3.00

40.91 (− 36.92)

1.69

1.86

PJ-CUS

58.18 (− 54.23)

3.00

43.64 (− 40.67)

1.59

1.76

PJ-CU-C

53.61 (− 58.23)

3.99

40.21 (− 43.67)

1.65

1.22

PJ-CUS-C

58.40 (− 58.76)

2.93

43.80 (− 44.07)

1.57

1.60

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