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Problems of Architecture and Construction

Abstract

Evaluation of the influence of the power of inertia on the mode of deformation of underground pipelines under seismic exposure. The article analyzes the equations for the evaluation of the effect of inertia in seismo-dynamics of underground pipelines using analytical and numerical methods. The effects of the force of inertia are obtained by drawing a number of graphical results and estimating the underground pipelines.

First Page

161

Last Page

165

References

References: 1. Rashidov T.R. Dynamic theory of seismic resistance of the complex system of underground structures. Tashkent: “Fan”, 1973. – p.180. 2. O’Rourke M.J., Liu X. Response of Buried Pipelines Subject to Earthquake is a national center of excellence in advanced technology applications that is Effects. – University at Buffalo, 1999. – 249 р. 3. Virginia Corrado, Berardino D’Acunto, Nicola Fontana, Maurizio Giugni. Inertial Effects on Finite Length Pipe Seismic Response // Mathematical Problems in Engineering. – Hindawi Publishing Corporation. Vol. 2012. 2012. – Article ID 824578, doi:10.1155/2012/824578. 4. Yu Jie., Bian Fuling., Li. Pingxiang. Research of seismic damage for network of gas pipes based on gis // International Archives of Photogrammetry and Remote Sensing. Vol. XXXIII. – Amsterdam, 2000. Part B7. – Pp. 1734–1738. 5. Rashidov T.R., Khojmetov G.Kh., Bekmirzayev D.A. and others. One of the simplifying ways of seismo-dynamic problems of underground structures // Uzbek journal “Problems of Mechanics”. – Tashkent, 2016. – No1. – p. 69–73. 6. Rashidov T.R., Khojmetov G.Kh. Seismic resistance of underground pipelines. – Tashkent: “Fan”, 1985.– p.152.

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