Research Article
Determination of Damage in Reinforced Concrete Frames with Shear Walls Using Self-Organizing Feature Map
Table 2
Data associated with reinforced concrete frames with shear walls [
2,
16].
| Frame | Special reinforced concrete with a shear wall |
| Height of each story | 3.2 m | Bay of each frame | 5 m | Dead load at roof | 600 kg/m2 | Live load at roof | 175 kg/m2 | Dead load at stories | 500 kg/m2 | Live load at stories | 200 kg/m2 | Earthquake danger | Areas with a relatively high risk | Ratio of steel () in building columns | | Twenty-eight day resistance of the concrete cylindrical sample | kg/cm2 | Flow stress in steel | kg/cm2 | Shear wall | At the middle bay |
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