Standard

Dynamics of marine stationary platform under action of horizontal seismic loading. / Shekhovtsov, Vyacheslav A.; Tovstik, Petr E.; Tovstik, Tatiana M.

ECCOMAS Thematic Conference - COMPDYN 2011: 3rd International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering: An IACM Special Interest Conference, Programme. 2011.

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

Harvard

Shekhovtsov, VA, Tovstik, PE & Tovstik, TM 2011, Dynamics of marine stationary platform under action of horizontal seismic loading. in ECCOMAS Thematic Conference - COMPDYN 2011: 3rd International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering: An IACM Special Interest Conference, Programme. 3rd International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, COMPDYN 2011, Corfu, Greece, 25/05/11.

APA

Shekhovtsov, V. A., Tovstik, P. E., & Tovstik, T. M. (2011). Dynamics of marine stationary platform under action of horizontal seismic loading. In ECCOMAS Thematic Conference - COMPDYN 2011: 3rd International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering: An IACM Special Interest Conference, Programme

Vancouver

Shekhovtsov VA, Tovstik PE, Tovstik TM. Dynamics of marine stationary platform under action of horizontal seismic loading. In ECCOMAS Thematic Conference - COMPDYN 2011: 3rd International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering: An IACM Special Interest Conference, Programme. 2011

Author

Shekhovtsov, Vyacheslav A. ; Tovstik, Petr E. ; Tovstik, Tatiana M. / Dynamics of marine stationary platform under action of horizontal seismic loading. ECCOMAS Thematic Conference - COMPDYN 2011: 3rd International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering: An IACM Special Interest Conference, Programme. 2011.

BibTeX

@inproceedings{fd1e039de42940c99c3d0d7bed8a6821,
title = "Dynamics of marine stationary platform under action of horizontal seismic loading",
abstract = "Dynamics of a marine stationary platform under action of the seismic loading is investigated. The structure consists of a tube-like ferroconcrete rod of variable cross-section. To describe the rod vibrations the beam-like model is used. The system of partial differential equation is reduced to the system with 6 degrees of freedom. Some numerical examples are studied. It is established that at design it is necessary to pay the main attention to the concrete strength when the extension deformations appear.",
keywords = "Beam model, Earthquake, Horizontal seismic loading, Marine stationary platform, Oilindustrial engineering, Tube-like ferroconcrete rod",
author = "Shekhovtsov, {Vyacheslav A.} and Tovstik, {Petr E.} and Tovstik, {Tatiana M.}",
year = "2011",
language = "English",
booktitle = "ECCOMAS Thematic Conference - COMPDYN 2011",
note = "3rd International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, COMPDYN 2011 ; Conference date: 25-05-2011 Through 28-05-2011",

}

RIS

TY - GEN

T1 - Dynamics of marine stationary platform under action of horizontal seismic loading

AU - Shekhovtsov, Vyacheslav A.

AU - Tovstik, Petr E.

AU - Tovstik, Tatiana M.

PY - 2011

Y1 - 2011

N2 - Dynamics of a marine stationary platform under action of the seismic loading is investigated. The structure consists of a tube-like ferroconcrete rod of variable cross-section. To describe the rod vibrations the beam-like model is used. The system of partial differential equation is reduced to the system with 6 degrees of freedom. Some numerical examples are studied. It is established that at design it is necessary to pay the main attention to the concrete strength when the extension deformations appear.

AB - Dynamics of a marine stationary platform under action of the seismic loading is investigated. The structure consists of a tube-like ferroconcrete rod of variable cross-section. To describe the rod vibrations the beam-like model is used. The system of partial differential equation is reduced to the system with 6 degrees of freedom. Some numerical examples are studied. It is established that at design it is necessary to pay the main attention to the concrete strength when the extension deformations appear.

KW - Beam model

KW - Earthquake

KW - Horizontal seismic loading

KW - Marine stationary platform

KW - Oilindustrial engineering

KW - Tube-like ferroconcrete rod

UR - http://www.scopus.com/inward/record.url?scp=80054794260&partnerID=8YFLogxK

M3 - Conference contribution

AN - SCOPUS:80054794260

BT - ECCOMAS Thematic Conference - COMPDYN 2011

T2 - 3rd International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, COMPDYN 2011

Y2 - 25 May 2011 through 28 May 2011

ER -

ID: 9283186