Conjoint effect of mobile normal and torque loads on tunnel with circular support; Bulletin of the Tomsk Polytechnic University; Vol. 310, № 1

Podrobná bibliografie
Parent link:Bulletin of the Tomsk Polytechnic University/ Tomsk Polytechnic University (TPU).— , 2006-2007
Vol. 310, № 1.— 2007.— [P. 55-58]
Hlavní autor: Ukrainets V. N.
Shrnutí:Заглавие с титульного листа
Электронная версия печатной публикации
The problem solution on influence of mobile normal and torque loads on an infinitely long cylindrical shell in elastic inertial half-space has been obtained. The load functions are supposed to be developed in Fourier series by angular coordinate and Fourier integral by axial coordinate. The movement of shell is described by classical equation of thin shell theory, but elastic half-space is done by elasticity theory dynamic equations in Lame potentials that are solved by means of Fourier integral transformation method. The problem is a model for rock mass deflected mode calculation under inequality of dynamic loads transferred to each of rails in a cylindrical tunnel or under treatment facility's rotary motion in an underground pipework.
Jazyk:angličtina
Vydáno: 2007
Edice:Mathematics and mechanics. Physics
Témata:
On-line přístup:http://www.lib.tpu.ru/fulltext/v/Bulletin_TPU/2007/v310eng/i1/12.pdf
Médium: Elektronický zdroj Kapitola
KOHA link:https://koha.lib.tpu.ru/cgi-bin/koha/opac-detail.pl?biblionumber=180606

MARC

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330 |a The problem solution on influence of mobile normal and torque loads on an infinitely long cylindrical shell in elastic inertial half-space has been obtained. The load functions are supposed to be developed in Fourier series by angular coordinate and Fourier integral by axial coordinate. The movement of shell is described by classical equation of thin shell theory, but elastic half-space is done by elasticity theory dynamic equations in Lame potentials that are solved by means of Fourier integral transformation method. The problem is a model for rock mass deflected mode calculation under inequality of dynamic loads transferred to each of rails in a cylindrical tunnel or under treatment facility's rotary motion in an underground pipework. 
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463 1 |0 (RuTPU)RU\TPU\book\195457  |t Vol. 310, № 1  |v [P. 55-58]  |d 2007  |p 201 p. 
610 1 |a conjoint effect 
610 1 |a mobile loads 
610 1 |a torque loads 
610 1 |a tunnels 
610 1 |a circular support 
610 1 |a problems 
610 1 |a cylindrical shells 
610 1 |a elastic inertial half-space 
610 1 |a functions 
610 1 |a angular coordinates 
610 1 |a Fourier series 
610 1 |a Fourier integral 
610 1 |a axial coordinates 
610 1 |a classical equations 
610 1 |a thin shell theory 
610 1 |a dynamic equations 
610 1 |a elasticity theory 
610 1 |a Lame potentials 
610 1 |a integral transformation method 
610 1 |a Fourier method 
610 1 |a deflected mode 
610 1 |a masses 
610 1 |a rocks 
610 1 |a dynamic loads 
610 1 |a rails 
610 1 |a rotary motions 
610 1 |a underground pipework 
610 1 |a электронный ресурс 
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