Parametric Analysis on Seismic Performance of Hybrid Precast Concrete Beam-Column Joint

Figure 16

Crack pattern according to moment strength ratio (specimen PC-I50-0.2). (a) Moment strength ratio of 1.0. (b) Moment strength ratio of 1.2. (c) Moment strength ratio of 1.4. (d) Moment strength ratio of 1.6.

(a)

(b)

(c)

(d)