Maqola

Design of Underground Pipelines under Arbitrary Seismic Loading

Diyorbek BekmirzaevInstitute of Seismic Stability of Structures, Academy of Sciences of the Republic of Uzbekistan, Tashkent, Republic of Uzbekistan

Open Journal of Applied Sciencesjournal2015en

ABI

Annotatsiya

On the basis of Hamilton-Ostrogradskiy variation principle a system of equations of linear pipeline vibrations interacting with surrounding soil is derived with appropriate boundary and initial conditions under arbitrary direction of seismic effect. Dynamic problem of underground pipeline is solved by finite difference method of the second order of accuracy with different combinations of boundary conditions under the effect of seismic load on a given law with arbitrary direction. Numerical implementation of the problem is realized.

Mavzular

Geotechnical and Geomechanical Engineering Engineering and Agricultural Innovations Geotechnical Engineering and Underground Structures

Identifikatorlar

DOI: 10.4236/ojapps.2015.55023

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