| No. | Initial coding | Literature source | Data source |
| 1 | Wind-resistant design | 10, 16 | 1–10 | 2 | Seismic design | 2, 6, 8 | 4, 7, 8 | 3 | Environmental design | 1, 13, 16 | 7, 10 | 4 | Anti-fatigue design | 13, 16 | 1–10 | 5 | Main cable erection | 3, 6 | 1–10 | 6 | Strong wind construction | 2, 8 | 1–10 | 7 | Optimization of materials and equipment | 7, 9, 10 | 2, 3, 10 | 8 | Deep water construction | 17 | 5, 7 | 9 | Eco-friendly construction | 9, 13 | 4, 5, 7, 10 | 10 | Anchor construction | 8, 10 | 1–10 | 11 | Monitoring and measuring | 8, 14 | 9, 10 | 12 | Corrosion protection | 4, 7, 13 | 1–10 | 13 | Integration of construction and maintenance | 1, 4, 11 | 10 | 14 | Emergency plans | 4, 11, 13 | 5, 8 | 15 | Frequent geological hazards | 5, 9, 14 | 8, 9 | 16 | Narrow construction site | 3, 15 | 1–10 | 17 | Harsh climatic conditions | 4, 7 | 4, 7, 8, 9, 10 | 18 | Lack of social and peripheral acceptance | 13, 15 | 9, 10 | 19 | Inadequate price realization mechanism for TI output | 16 | 2, 3, 5 | 20 | Excessive TI targets | 1, 13, 15 | 9, 10 | 21 | Insufficient stock of information related to TI | 15 | 1, 2, 3, 4 | 22 | Disconnect between TI and project reality | 7, 9 | 6, 7 | 23 | Difficulty in transporting materials | 5, 8 | 1, 4–10 | 24 | Shortage of management, technology, and talent | 13, 14 | 1, 2 | 25 | Low level of resource input | 8, 9, 10 | 5, 6 | 26 | Inadequate use of knowledge resources | 2, 11, 12 | 1–10 | 27 | Temporary and dispersed TI organizations | 15 | 1–10 | 28 | Large project size | 5, 15 | 1–10 | 29 | High level of risk management | 11, 16 | 1–10 |
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