Research Article
Seismic Strength and Stiffness for Recycled Aggregate Concrete-Filled Steel Tube Frame
Table 2
Comparison between calculated values and test values of story shear bearing capacity for RACFST frames.
| | Number | ∑Myc (kN·mm) | ∑Myb (kN·mm) | Calculated value Vc (kN) | Test value Vt (kN) | | | Method for elastic bending moment at the column end | Method for plastic hinge at the column end | Method for plastic hinge at the column bottom |
| | KJ-1 | 57.61 | 14.46 | 169.57 | 169.57 | 169.57 | 165.38 | 1.03 | | KJ-2 | 61.03 | 11.36 | 170.34 | 170.34 | 170.34 | 182.39 | 0.93 |
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