| Eij | the GSED value of the i-th point under the j-th load |
| εij | the strain value of this point |
| Ej | the GSED and value of each point under the action of the j-th load |
| E max | the maximum GSED and value in the whole process |
| Ej, norm | all measuring points reflect the stress state of the structure under each load step Fj |
| φ s | stands for steel strand |
| Df | Diameter of non-prestressed reinforcement |
| fy | The measured yield strength of non-prestressed reinforcement |
| fst | The measured value of ultimate strength of non-prestressed reinforcement |
| Es | The elastic modulus of non-prestressed reinforcement |
| Dn | Diameter of prestressed steel bar |
| fpy | Tensile strength of prestressed steel bars |
| Ep | Modulus of elasticity of prestressed steel bars |
| fcu | Compressive strength of concrete cube test block |
| ft | Axial tensile strength of concrete |
| Ec | Elastic modulus of concrete |
| ft,r | the representative value of uniaxial tensile strength of concrete |
| αt | the parameter of the descending section of the stress-strain curve of concrete under uniaxial tension |
| εt,r | the peak tensile strain of concrete corresponding to the representative value of uniaxial tensile strength |
| dt | represents the damage evolution parameter of concrete under uniaxial tension |
| fc,r | the representative value of uniaxial compressive strength of concrete |
| αc | the parameter of the descending section of the stress-strain curve of concrete under uniaxial compression |
| εc,r | the peak tensile strain of concrete corresponding to the representative value of uniaxial compressive strength |
| dc | represents the damage evolution parameter of concrete under uniaxial compression |