Zybura A., Śliwka A.: Zagadnienia trwałości w projektowani konstrukcji żelbetowych. Przegląd Budowlany, 10, 2018, 15-21
Google Scholar
Li H., Ou J.: The state of the art in structural health monitoring of cable-stayed bridges. Journal of Civil Structural Health Monitoring, 6, 1, 2016, 43-67, DOI: 10.1007/s13349-015-0115-x
Google Scholar
Xu X., Huang Q., Ren Y., Sun H.B.: Condition assessment of suspension bridges using local variable weight and normal cloud model. KSCE Journal of Civil Engineering, 22, 10, 2018, 4064-4072, DOI: 10.1007/s12205-018-1819-3
Google Scholar
Sun S., Liang L., Li M.: Condition assessment of stay cables via cloud evidence fusion. KSCE Journal of Civil Engineering, 23, 3, 2021, 866-878, DOI: 10.1007/s12205-021-0139-1
Google Scholar
Rakoczy A.M., Jivan-Coteti A.: Estimation of the current structural reliability level of existing railway bridges and viaducts. Roads and Bridges – Drogi i Mosty, 20, 3, 2021, 289-309. DOI: 10.7409/rabdim.021.017
Google Scholar
Burek E., Gwoździewicz P.: Szacowanie trwałości konstrukcji żelbetowej zagrożonej korozją. Konferencja TECH BUD, Kraków 2019, 21-33
Google Scholar
Tomelli D., Rossi F., Brighenti F., Verzobio A., Bonelli A., Zonta D.: Prestressed concrete bridge tested to failure: the Alveo Vecchio viaduct case study. Journal of Civil Structural Health Monitoring, 13, 1, 2022, 873-899, DOI: 10.1007/s13349-022-00633-w
Google Scholar
Arshad M.A., Fahad M., Khan A.N., Adil M., Khan A.: Fatigue load effects on highway bridges of Pakistan using Weigh-In-Motion data. Roads and Bridges – Drogi i Mosty, 21, 3, 2022, 19-37, DOI: 10.7409/rabdim.022.002
Google Scholar
Madaj A., Mossor K., Siekierski W.: Awaria kabla sprężającego estakady drogowej. Przyczyny i skutki. Politechnika Poznańska, Archiwum Instytutu Inżynierii Lądowej, 26, 2018, 109-121, DOI: 10.21008/j.1897-4007.2018.26.09
Google Scholar
Strasky J.: Precast stress ribbon pedestrian bridges in Czechoslovakia. PCI Journal, 32, 3, 1987, 52-73, DOI: 10.15554/pcij.05011987.52.73
Google Scholar
Rymsza J.: Causes of the Morandi viaduct disaster in Genoa as a contribution to the design of pre-stressed structures. Roads and Bridges – Drogi i Mosty, 19, 1, 2020, 5-25, DOI: 10.7409/rabdim.020.001
Google Scholar
Li H.: Replacement of cable stays in Yonghe Bridge in Tianjin, China. Advances in Civil Engineering, 1, 2020, Article ID: 6650393, DOI: 10.1155/2020/6650393
Google Scholar
Suzumura K., Nakamura S.: Environmental factors affecting corrosion of galvanized steel wires. Journal of Materials in Civil Engineering, 16, 1, 2004, 1-7, DOI: 10.1061/(ASCE)0899-1561(2004)16:1(1)
Google Scholar
Wieczorek G.: Korozja zbrojenia inicjowana przez chlorki lub karbonatyzację otuliny. Dolnośląskie Wydawnictwo Edukacyjne, Wrocław 2002
Google Scholar
Xu F., Wang X., Wang L.: Cable inspection robot for cable-stayed bridges: design, analysis and application. Journal of Field Robotics, 28, 3, 2011, 411-459, DOI: 10.1002/rob.20390
Google Scholar