References
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- 2. Kuusela M: “FEM analysis of causes of cracking in the end diaphragm of post-tensioned beam bridge”. Report, Tampere University of Technology, Department of Civil Engineering, Tampere, Finland. 2016.
- 3. Finnish Transport Agency: “Liikenneviraston sillat”. (“Bridges of the Finnish Transport Agency”.) 1.1.2016. Finnish Transport Agency, Helsinki, Finland, 2016. (In Finnish.)
- 4. LUSAS. Element reference manual. Version 15.2 Issue 1, 2016.
- 5. Vilonen H: “Soil-structure interaction of skewed integral abutment bridge”. Report, Tampere University of Technology, Department of Civil Engineering, Tampere, Finland. 2007.
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- 7. SFS-EN-1992-1-1. (2004). Eurocode 2: Design of concrete structure. Part 1-1: General rules and rules for buildings. Brussels: CEN.
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