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

Figure 13

Predicted story shear forces versus horizontal displacement and crack pattern. (a) RC-control. (b) PC-I50-0.2. (c) PC-50H-0.1. (d) PC-I25H-0.1. (e) PC-O50-H-0.1. (f) PC-O25-H-0.1 (exterior).

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(b)

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(e)

(f)