Research Article
Study on Seismic Performance of Connecting Prefabricated Coupling Beam and Shear Wall with Equivalent Bars
Table 3
Detailed information on finite models.
| | Frame-connecting beam | | Code | Height H (mm) | Thickness T (mm) | Span L/H | End block thickness t (mm) | Grouting strength fc (MPa) | Equivalent area ratio (γ) | Length of assembly area L0 (mm) |
| | DCC1 | 420 | 200 | 3 | 400 | | | | | DPC2 | 420 | 200 | 3 | 400 | 60 | 1 | 40 | | DPC3 | 420 | 200 | 3 | 400 | 60 | 0.85 | 40 | | DPC4 | 420 | 200 | 3 | 400 | 60 | 1.15 | 40 | | DPC5 | 420 | 200 | 3 | 400 | 80 | 1 | 40 | | DPC6 | 420 | 200 | 3 | 400 | 100 | 1 | 40 | | DPC7 | 420 | 200 | 3 | 400 | 60 | 1 | 20 | | DPC8 | 420 | 200 | 3 | 400 | 60 | 1 | 60 | | DCC9 | 420 | 200 | 3 | 200 | | | | | DPC10 | 420 | 200 | 3 | 200 | 60 | 1 | 40 |
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