Research Article
Dynamic Response Characteristics of the Structures under Excavation by High-Efficiency Blasting in the Urban Ultradeep Foundation Pit
Table 3
Material parameters of the reinforced concrete.
| Variable | Mass density (RO) | Young’s modulus (E) | Poisson’s ratio (PR) | Tensile limit (TLIMIT) | Shear limit (SLIMMIT) | Fraction of reinforcement in section (FRA RF) | Young’s modulus of reinforcement (ERF) |
| Units | kg/m³ | GPa | — | GPa | GPa | — | GPa |
| Value | 2500 | 30 | 0.2 | 4.02E − 3 | 2.1E − 2 | 0.02 | 200 |
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