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Eh. K. Opbul

Observed names: E. K. Opbul, E.K. Opbul
ORCID: 0000-0002-7796-2350
Observed ORCID: 0000-0002-7796-2350
OpenAlex ID: A5055518576
Bearing capacity calculation of eccentrically compressed concrete filled steel tube columns taking into account non-linear diagrams of materials
2021 · A. A. Vedernikova, Eh. K. Opbul · Вестник гражданских инженеров · 4
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Dog-bone shaped asphalt concrete samples for direct uniaxial tension testing
2024 · G.N. Shirunov, E.K. Opbul, et al. · Вестник гражданских инженеров · 1
Stress state of thick axisymmetric reinforced concrete slabs supported on an inclined surface
2020 · V. I. Morozov, Eh. K. Opbul, et al. · Вестник гражданских инженеров · 1
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Investigation of the limits of applicability of Pasternak two-parameter model based on finite element calculation of a thin plate and a field experiment
2026 · G. N. Shirunov, E. E. Namchil, et al. · Izvestiya vuzov Investitsii Stroitelstvo Nedvizhimost
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Steel-fiber-reinforced concrete structures under conditions of complex deformations
2022 · V. I. Morozov, Eh. K. Opbul, et al. · Вестник гражданских инженеров
Development of calculation methods for studying thick axisymmetrically deformed slabs supported along conic surface
2021 · V.I. Morozov, E.K. Opbul, et al. · CRC Press eBooks
To the calculation of thick conic-shaped plates on the action of evenly distributed loading
2018 · V. I. Morozov, Eh. K. Opbul, et al. · Вестник гражданских инженеров
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Practical calculation of bent elements using the nonlinear deformation model on the example of the standard RGD crossbar 4.56-90
2018 · Eh. K. Opbul, Van Phuc Phan, et al. · Вестник гражданских инженеров
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Stressed state and strength of the abutting members supported on the conic shaped surface of high pressure shells
2018 · V. I. Morozov, Eh. K. Opbul, et al. · Вестник гражданских инженеров
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Features of the stress-strain state of the abutting members in the form of thick conical plates of high pressure shells
2017 · V. I. Morozov, Eh. K. Opbul, et al. · Вестник гражданских инженеров
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Works count: 10
Citation count: 6
H-index: 1
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