Table 1 Dimensions and properties of existing wall specimens.
From: Seismic Response Analysis of Reinforced Concrete Wall Structure Using Macro Model
Specimens | Cross section | \( f_{c}^{{\prime }} \) (MPa) | f y (MPa) | \( A_{s} /A_{s}^{{\prime }} \) (mm2) | A w (mm2) | d (mm) | \( P/(A_{g} f_{c}^{{\prime }} ) \) (%) |
|---|---|---|---|---|---|---|---|
Thomsen 2004 | |||||||
 RW2 | Rectangular | 34.0 | 448 | 570/570 | 253 | 1200 | 7.0 |
 TW2 | T-Shaped | 41.7 | 448 | 1965/713 | 253 | 1200 | 7.5 |
Salonikios 1999 | |||||||
 MSW2 | Rectangular | 26.2 | 585 | 301/301 | 193 | 1100 | 0.0 |
 MSW3 |  | 24.1 | 585 | 301/301 | 193 | 1100 | 7.0 |
Sittipunt 2001 | |||||||
 W1 | Barbell-type | 36.6 | 390 | 1432/1432 | 392 | 1300 | 0.0 |
 W2 |  | 35.8 | 390 | 1432/1432 | 549 | 1300 | 0.0 |
Massone 2009 | |||||||
 Test1 | Rectangular | 25.5 | 424 | 804/804 | 796 | 1456 | 0.0 |
 Test6 |  | 31.4 | 424 | 258/258 | 398 | 1456 | 10.0 |
Lee 2010 | |||||||
 RCSW | T-shaped | 23.3 | 552 | 942/942 | 2984 | 1555 | 0.0 |
 RCSW-B |  | 23.5 | 552 | 942/942 | 2984 | 1555 | 0.0 |