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6 ta ish

Ish: METHOD OF SELECTING OPTIMAL PARAMETERS OF SEISMIC-PROOF BEARING PARTS OF BRIDGES AND OVERPASSES ON HIGH- SPEED RAILWAY LINES

  1. Experimental and theoretical assessment of the long-term strength of lightweight concrete and its components under compression and tension, taking into account the macrostructure of the material

    Choriqul Raupov, Anora Karimova, Fakhriddin Zokirov +1

    MaqolaFire effects on concrete materialsE3S Web of Conferences202113 iqtibos
    ABI

  2. Assessment of strength and deformation of lightweight concrete and its components under triaxial compression, taking into account the macrostructure of the material

    Chorikul Raupov, Ulugbek Shermuxamedov, Anora Karimova

    MaqolaInnovative concrete reinforcement materialsE3S Web of Conferences202113 iqtibos
    ABI

  3. Use of seismic insulation for seismic protection of railway bridges

    Ulugbek Shermuxamedov, Саид Шаумаров, Aleksandr Uzdin

    MaqolaEngineering and Agricultural InnovationsE3S Web of Conferences202112 iqtibos
    ABI

  4. Improving the optimal composition of heat-insulating structural aerated concrete based on industrial waste

    Саид Шаумаров, Sanjar Kandakhorov, U. K. Abduraimov

    MaqolaConstruction Management and SustainabilityE3S Web of Conferences202111 iqtibos
    ABI

  5. Calculation of monolithic bridges taking into account seismic conditions of Republic of Uzbekistan

    Ulugbek Shermukhamedov, Anora Karimova, A. A. Abdullaev +1

    MaqolaEngineering and Agricultural InnovationsE3S Web of Conferences202310 iqtibos
    ABI

  6. Determination of deformations and self-stress in concrete on stress cement

    Saidkhan Salikhanov, Zulfiya Pulatova, Fahriddin Zakirov +2

    MaqolaConcrete and Cement Materials ResearchE3S Web of Conferences20218 iqtibos
    ABI