1. Bystrov V.A. (1987). Sovershenstvovanie konstruktsiy i raschyota ehlementov stalezhelezobetonnykh mostov. [Improving the design and calculation of steel-reinforced concrete bridge elements.] Leningrad: Publishing House Leningrad State University, р. 185.
2. (2010). Nauchno-tekhnicheskiy otchyot «Otsenka ostatochnogo resursa konstruktsiy statsionarnykh prolyotnykh stroeniy Dvortsovogo mosta cherez reku Nevu v Sankt-Peterburge». [Scientific and Technical Report “Estimation of the Residual Resource of Structures of Stationary Span Structures of the Palace Bridge over the Neva River in St. Petersburg”.] Saint Petersburg, р. 112.
3. Novozhilova N., Bystrov V. (1990). Reliability Prediction for Steel Concrete Composite Bridges. Iabse symposiym brussels, рр. 383–388 (in Russian).
4. Osipov V.O. (1982). Dolgovechnostʹ metallicheskikh prolyotnykh stroeniy ehkspluatiruemykh zheleznodorozhnykh mostov. [Durability of metal spans of operated railway bridges.] Moscow: Transport, р. 288.
5. Bystrov V.A., Yaroshutin G.A. (2016). Quality and innovative design – ways to manage the safety of urban above-ground and underground transport structures. Bulletin of Civil Engineers, 25(59), рр. 168–172 (in Russian).