PSI - Issue 64

Petr Tej et al. / Procedia Structural Integrity 64 (2024) 1089–1094 Author name / Structural Integrity Procedia 00 (2019) 000 – 000

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It is estimated that a maximum of 15% of the weight will need to be replaced. The stone viaduct will be reinforced and the empty space under the arches will be glazed and used for services and commerce. The proposal for the repair of the whole complex of bridge structure is followed by an architectural study, which envisages the preservation of the nearby train stop for its original function. The entire project thus respects the urban context and seeks to gently rehabilitate the entire historic area without massive demolition interventions (Fig. 6). Acknowledgements „This work was supported by the programme of the Ministry of Culture of the Czech Republic for the support of applied research in the field of national and cultural identity for the years 2023 to 2030 (NAKI III), project No. DH23P03OVV024.“ References Brühwiler, E. (2019) Railway Bridge „Pod Vyšehradem“ in Prague – Preservation of the existing Bridge: Assessment and Feasibility Study for the Restoration. Prague. Firth I., Galmarini, A., Tej, P. (2024) Nadační fond pro záchranu vyšehradského železničního mostu – association (corporate body). Vysehrad Bridge. Design Basis, Prague. Firth I., Galmarini, A., Tej, P. (2024) Nadační fond pro záchranu vyšehradského železničního mostu – association (corporate body). Vyserhad Bridge. Design Report, Prague. King Sloan, A. (2008) 'The preservation of historic bridges' in Adeli, H. (ed.) Historic bridges. CRC Press, pp. 185 - 204. Sarhosis, V., De Santis S., De Felice, G. (2016) A review of experimental investigations and assessment methods for masonry archbridges. Structure and Infrastructure Engineering, pp. 1 - 26.