Crack Resistance Properties of HPFRC Beam-Column Joints under Cyclic Load

<div>The influence of web reinforcement in the beam and noncorner vertical reinforcement in the column on the crack width of joints. The influence of (a) web reinforcement in the beam and (b) noncorner vertical reinforcement in the column.</div>

Advances in Materials Science and Engineering

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Figure 4

Figure 4: Crack Resistance Properties of HPFRC Beam-Column Joints under Cyclic Load 