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On seismic oscillations of semi-infinite underground pipeline. (English. Russian original) Zbl 1508.86005

Mosc. Univ. Mech. Bull. 77, No. 5, 146-150 (2022); translation from Vestn. Mosk. Univ., Ser. I 77, No. 5, 57-61 (2022).

MSC:

86A15 Seismology (including tsunami modeling), earthquakes
Full Text: DOI

References:

[1] A. Sakurai and T. Takahashi, ‘‘Dynamic stress of underground pipelines during earthquakes,’’ in Proc. 4th World Conf. on Earthquake Engineering, Santiago, 1969, pp. 81-95.
[2] Il’yushin, A. A.; Rashidov, T., “On the action of seismic wave on underground pipeline,” Izv. Akad. Nauk Uzb. SSR. Ser. Tekh, Nauk, No., 1, 37-42 (1971)
[3] Rashidov, T., Dynamic Theory of Seismic Resistance of Complex Systems of Underground Structures (1973), Tashkent: Izd-vo FAN Uzb. SSR, Tashkent
[4] M. Sh. Israilov, ‘‘Seismodynamics of an underground pipeline,’’ in Proc. 15th World Conf. on Earthquake Engineering, Lisbon, 2012, p. 2125. · Zbl 1370.86013
[5] Georgievskii, D. V.; Israilov, M. Sh., Seismodynamics of extended underground structures and soils: Statement of the problem and self-similar solutions, Mech. Solids, 50, 473-484 (2015) · doi:10.3103/S0025654415040135
[6] Israilov, M. Sh., Coupled seismic vibrations of a pipeline in an infinite elastic medium, Mech. Solids, 51, 46-53 (2016) · doi:10.3103/S0025654416010052
[7] T. Rashidov and G.Kh. Khozhmetov, Seismic Resistance of Underground Pipelines (Fan, Tashkent, 1985).
[8] M. Sh. Israilov, ‘‘Seismodynamics of long underground structures: Ranges of applicability of engineering approaches and incompetence of an analogy with overground constructions,’’ Seismostoikoe Stroit. Bezop. Sooruzh., No. 1, 55-59 (2017).
[9] M. Sh. Israilov and M. V. Khasambiev, ‘‘Experimental determination of the coefficient of longitudinal interaction of soil and pipeline under seismic vibrations,’’ Seismostoikoe Stroit. Bezop. Sooruzh., No. 5, 8-18 (2020). doi:10.37153/2618-9283-2020-5-8-18
[10] Rashidov, T., “Analysis of underground pipeline subject to action of short-time and abruptly applied seismic loading,” Izv. Akad. Nauk UzSSR. Ser. Tekh, Nauk, No., 3, 49-58 (1968)
[11] Nikitin, L. V., Statics and Dynamics of Solid Bodies with External Dry Friction (1998), Moscow: Moskovskii Litsei, Moscow
[12] M. Sh. Israilov, ‘‘On the Il’yushin hypothesis in seismodynamics of underground structures,’’ in Elasticity and Inelasticity: Proc. Int. Sci. Symp. on Problems of Mechanics of Deformable Solids Dedicated to 105th Anniversary of the Birth of A.A. Il’yushin (Mosk. Gos. Univ., Moscow, 2016), pp. 323-328.
[13] NP (State Regulations) 031-01: Regulations of design of nuclear power plants. Appendix 6. Main requirements of analysis of linearly elongated structures, 2001.
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