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

Bekmirzaev, D. A.; Mirzaev, Ibrakhim

doi:10.1007/s11204-021-09697-0

Cited by 15 publications

(6 citation statements)

References 5 publications

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“…Carrying out calculations based on the available real records of seismograms [4], recorded during strong earthquakes and stored in well-known databases in Europe and the USA, makes it possible to study the behavior of the structure in real-time, as well as to evaluate the strength of the elements of calculated bridges and overpasses. This approach will ensure the reliability of bridges and overpasses under seismic effects that have a certain intensity at the construction site.…”

Section: Introductionmentioning

confidence: 99%

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

et al. 2023

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To improve the transport infrastructure of the Republic of Uzbekistan, the monolithic structure of bridges and overpasses began to be used. The article presents the calculation of a monolithic overpass on the 1083rd km of the M-39 highway passing through Samarkand. The results of the calculation of a monolithic overpass from dynamic load are presented based on the records of two real seismograms for two dangerous earthquakes for the system with spectral composition: Gazli (Uzbekistan) and Manjil (Iran). The calculations show that to ensure guaranteed seismic safety of transport structures, it is necessary to carry out design calculations based on sets of records of earthquakes that occurred, close in dominant frequencies to the characteristics of the construction site. Such a provision should be introduced into the relevant regulatory documents.

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Section: Introductionmentioning

confidence: 99%

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

et al. 2023

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“…In [17], vertical vibrations of the buildings with distributed and concentrated parameters are considered. In [18][19][20] seismodynamics of the underground pipelines under the harmonic and real impacts are numerically studied.…”

Section: Introductionmentioning

confidence: 99%

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

et al. 2021

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The paper studied the vibrations of the buildings on the sliding foundation with dry friction under the action of real earthquakes at the intensity of 8 and 9 on the MSK-64 scale. It was developed a unique algorithm for calculating the displacements, velocities, accelerations, and shear forces resulting from the simultaneous action of the horizontal and vertical components of the seismogram record. It was studied four-story and nine-story buildings under the set of the three earthquake records. It was shown that the use of a sliding foundation does not always lead to a significant reduction in the shear force on the building floors and that the vertical component of the seismic effect has a significant influence on the shear vibration of the building.

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“…The seismic motion of the Earth's crust contributes to the appearance of substantial horizontal and vertical strains in soil that can lead to accidents in underground pipelines [1][2][3][4].…”

Section: Introductionmentioning

confidence: 99%

“…In the past, the seismic design of buried structures has received less attention than the design of surface structures [3][4][5][6][7]. The methods for calculating non-orthogonally connected underground-extended structures with arbitrarily directed seismic effects were developed.…”

Section: Introductionmentioning

confidence: 99%

Study of the seismodynamics of spatially located underground pipelines with a nodal connection of non-orthogonal configuration

et al. 2021

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The article deals with the seismodynamics of underground pipelines of various configurations under spatial seismic influences. The stress-strain state of spatially located underground pipelines of complex orthogonal configuration at different angles of seismic load incidence was determined. Several problems were solved by analyzing numerical results of the seismodynamics of underground pipelines of complex orthogonal and non-orthogonal configurations.

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

Cited by 15 publications

References 5 publications

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

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

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

Study of the seismodynamics of spatially located underground pipelines with a nodal connection of non-orthogonal configuration

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