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6 ta ish

Ish: Calculation of the stress-strain state of monolithic bridges on the action of real seismic impacts

  1. Evaluation of landslide risk on railway line Tashguzar-Boysun-Kumkurgan based on results of field monitoring

    Saidburkhan Djabbarov, R. H. Mukarramov, Azimov Zhahongir +1

    MaqolaLandslides and related hazardsAIP conference proceedings20252 iqtibos
    ABI

  2. Calculation of monolithic overpass based on real earthquake records

    Ibrakhim Mirzaev, U. Z. Shermukhamedov, A. R. Abdullaev +2

    MaqolaOchiq kirishEngineering and Agricultural InnovationsВестник Сибирского государственного университета путей сообщения20240 iqtibos
    ABI

  3. Influence of prestressed state of the span on vibrations of a reinforced concrete railway bridge during an earthquake

    Ibrakhim Mirzaev, D. S. Askarova

    MaqolaOchiq kirishRailway Engineering and DynamicsВестник Сибирского государственного университета путей сообщения20240 iqtibos
    ABI

  4. Amplitude-frequency response of seismic-isolated highway bridges at different combinations of span links

    Aleksandr Uzdin, Ulugbek Shermukhamedov, Ziyovuddin Rakhimjonov +1

    MaqolaSeismic Performance and AnalysisAIP conference proceedings20250 iqtibos
    ABI

  5. Selection of seismic-resistant rubber-metal bearing parts for vibrations of continuous reinforced concrete bridges and overpasses

    Ulugbek Shermukhamedov, Anora Karimova, Askar Zhussupbekov

    MaqolaMaterial Properties and Failure MechanismsAIP conference proceedings20250 iqtibos
    ABI

  6. Influence of railway train speed on span vibrations

    Ibrakhim Mirzaev, Dilbarkhon Askarova

    MaqolaRailway Engineering and DynamicsAIP conference proceedings20260 iqtibos
    ABI