Properties of the equivalent beam representing the south façade and the resulting strain values from the assessments
| Properties | Value |
|---|---|
| Beam length. L | 21 m |
| Beam height. H | 15.5m |
| Elasticity modulus. E | 0.5 GPa |
| Beam bending stiffness. El | 4.26el0 Nm2 |
| Beam axial stiffness. EAa | 4.34e9 N |
| Beam shear stiffness. GAS | 6.58e8N |
| Maximum combined tensile strain | 40 μ ε |
| εmax calculated from greenfield | |
| displacement input | |
| Maximum combined tensile strain | 245 μ ε |
| εmax calculated from measured | |
| building displacement input |
| Properties | Value |
|---|---|
| Beam length. | 21 m |
| Beam height. | 15.5m |
| Elasticity modulus. | 0.5 GPa |
| Beam bending stiffness. | 4.26el0 Nm2 |
| Beam axial stiffness. | 4.34e9 N |
| Beam shear stiffness. | 6.58e8N |
| Maximum combined tensile strain | 40 |
| displacement input | |
| Maximum combined tensile strain | 245 |
| building displacement input |
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