Research Article

Study on Seismic Performance of Connecting Prefabricated Coupling Beam and Shear Wall with Equivalent Bars

Table 6

Energy dissipation capacity of the specimen.

Specimen codeEquivalent viscous damping coefficientEnergy dissipation coefficient

DCC10.2652381.666539
DPC20.2541051.596587
DPC30.2365441.486253
DPC40.2311091.452103
DPC50.1421860.893381
DPC60.2586461.625122
DPC70.264811.663851
DPC80.258821.626212
DCC90.191371.202412
DPC100.2867581.801756