Experiments on Hybrid Precast Concrete Shear Walls Emulating Monolithic Construction with Different Amounts of Posttensioned Strands and Different Debond Lengths of Grouted Reinforcements

Figure 7

Failure modes.

(a) MW

(b) HPWEM1

(c) HPWEM2

(d) HPWEM3

(e) HPWEM4

(f) HPWEM5

(g) HPWEM6