Figure 1. Inventory of a PSC I girder bridge
Figure 2. Code definition of damages
Figure 3. Network-level data collection and uses
Figure 4. Code system of PSC-I girder bridge
Figure 5. Damage evaluation of a PSC I girder
Figure 6. Reality model definition
Figure 7. Prediction of concrete slab damages
Figure 8. Damage recording on a digital model
Figure 9. New BMS with open data model
Table 1. Definition of code numbers
Table 2. Details of the code system
Table 3. Definition of code for inventory
Table 4. Code system of damages in PSC I-girder bridges
References
- Aron, P., Lane, W. (2017). Industry 4.0 and the Digital Twin, Deloitte Anjin Review No. 9, pp. 64-72.
- Kim, D.Y., Shim, C.S., Moon, H.C., Lee, B.J. (2014). Safety evaluation of corrugated steel culvert using cloud data, Proceeding of KSSC, pp. 163-164.
- Korea Expressway Corporation (2013). Research on Effective Inspection through Analysis of Bridge Damages.
- Ministry of Land, Infrastructure and Transport (2018). Guidelines of Safety and Maintenance of infrastructures.
- Shim, C. S., Kang, H. R., Dang, N. S., Lee, D. K. (2017). Development of BIM-based bridge maintenance system for cable-stayed bridges, Smart Structures Systems, 20(6), pp. 697-708. https://doi.org/10.12989/SSS.2017.20.6.697
- Shim, C.S., Kim, S.W., Song, H.H., Yoon, N.R. (2011). Development of BIM for a Maintenance System of Subway infrastructures, Journal of KIBIM, 1(1), pp. 6-12. https://doi.org/10.13161/KIBIM.2011.1.1.006