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Работы, на которые ссылается эта работа

Работ: 13

Работа: Influence of the Vertical Earthquake Component on the Shear Vibration of Buildings on Sliding Foundations

  1. Behaviour and Calculation of Polymer Pipelines Under Real Earthquake Records

    Nematilla Nishonov, Diyorbek Bekmirzaev, Ekatirina An +2

    СтатьяGeotechnical Engineering and Underground StructuresIOP Conference Series Materials Science and Engineering2020Цитирований: 12
    ABI

  2. Earthquake Resistance Assessment of Buried Pipelines of Complex Configuration Based on Records of Real Earthquakes

    Diyorbek Bekmirzaev, Ibrakhim Mirzaev

    СтатьяGeotechnical Engineering and Underground StructuresSoil Mechanics and Foundation Engineering2021Цитирований: 12
    ABI

  3. Numerical methods in the study of seismic dynamics of underground pipelines

    Diyorbek Bekmirzaev, Ibrakhim Mirzaev, Nodirakhon Mansurova +2

    СтатьяGeotechnical Engineering and Underground StructuresIOP Conference Series Materials Science and Engineering2020Цитирований: 11
    ABI

  4. Reactions of composite structures, with concentrated and distributed parameters, to seismic action (vertical vibrations)

    Ibrakhim Mirzaev

    Статья1976Цитирований: 5
    ABI

  5. Analysis of the reaction of reinforced concrete buildings with a varying number of stories with a seismic isolation sliding belt to an earthquake

    Олег Мкртычев, Salima Mingazova

    Статья2020Цитирований: 4
    ABI

  6. Multiple impacts of a bar with external dry friction

    L. V. Nikitin

    Глава1999Цитирований: 3
    ABI

  7. Dynamics of structures: theory and applications to earthquake engineering

    Anil K. Chopra

    Статья1995Цитирований: 3
    ABI

  8. Wave processes when driving metal pipes into the ground using shock-pulse generators

    A. L. Isakov, V. V. Shmelev

    Статья1998Цитирований: 3
    ABI

  9. Computation of the process of impact submersion of a pile in the ground

    A. L. Smirnov

    Статья1989Цитирований: 3
    ABI

  10. Numerical-analytical investigation into impact pipe driving in soil with dry friction. Part I: Nondeformable external medium

    Н. И. Александрова

    Статья2012Цитирований: 3
    ABI

  11. Study of the seismic isolation sliding belt: the case of a monolithic reinforced concrete building

    Олег Мкртычев, Salima Mingazova

    Статья2019Цитирований: 3
    ABI

  12. Без названия

    ДругоеЦитирований: 3
    ABI

  13. Без названия

    ДругоеЦитирований: 1
    ABI