ISJ Theoretical & Applied Science 05(85) 2020

Philadelphia, USA

Rakhmanov, B. S., Kulmuratov, N. R., & Ishmamatov, M. R.

Study of joint vibration of soil and underground cylindrical structure of open profile under seismic explosion influence.

Full Article: PDF

Scientific Object Identifier: http://s-o-i.org/1.1/TAS-05-85-22

DOI: https://dx.doi.org/10.15863/TAS.2020.05.85.22

Language: Russian

Citation: Rakhmanov, B. S., Kulmuratov, N. R., & Ishmamatov, M. R. (2020). Study of joint vibration of soil and underground cylindrical structure of open profile under seismic explosion influence. ISJ Theoretical & Applied Science, 05 (85), 105-112. Soi: http://s-o-i.org/1.1/TAS-05-85-22 Doi: https://dx.doi.org/10.15863/TAS.2020.05.85.22

Pages: 105-112

Published: 30.05.2020

Abstract: This work presents the results of field experiments to study the seismic stress state of an underground cylindrical structure, an open profile caused by underground explosions. The article is devoted to the study of the behavior of thin-walled cylindrical pipeline structures in soil environments under the influence of seismic blast waves. The paper describes the formulation of theoretical and experimental methods for determining the dynamic behavior of thin-walled structures.

Key words: cylindrical structures, underground explosions, seismic blasts, soil environment, dynamic behavior, modern numerical methods.