Standard

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

Advanced Problems in Mechanics (APM 2011): Proceedings of XXXIX International Summer School–Conference APM 2011. М, 2011. стр. 492-501.

Результаты исследований: Публикации в книгах, отчётах, сборниках, трудах конференций › статья в сборнике материалов конференции

Harvard

Shekhovtsov, VA, Tovstik, PE & Tovstik, TM 2011, Dynamics of marine stationary platform under action of seismic loading. в Advanced Problems in Mechanics (APM 2011): Proceedings of XXXIX International Summer School–Conference APM 2011. М, стр. 492-501, Advanced Problems in Mechanics, St. Petersburg, Российская Федерация, 1/07/11.

APA

Shekhovtsov, V. A., Tovstik, P. E., & Tovstik, T. M. (2011). Dynamics of marine stationary platform under action of seismic loading. в Advanced Problems in Mechanics (APM 2011): Proceedings of XXXIX International Summer School–Conference APM 2011 (стр. 492-501).

Vancouver

Shekhovtsov VA, Tovstik PE, Tovstik TM. Dynamics of marine stationary platform under action of seismic loading. в Advanced Problems in Mechanics (APM 2011): Proceedings of XXXIX International Summer School–Conference APM 2011. М. 2011. стр. 492-501

Author

Shekhovtsov, Vyacheslav A. ; Tovstik, Petr E. ; Tovstik, Tatiana M. / Dynamics of marine stationary platform under action of seismic loading. Advanced Problems in Mechanics (APM 2011): Proceedings of XXXIX International Summer School–Conference APM 2011. М, 2011. стр. 492-501

BibTeX

@inproceedings{a9518637c3344e5296bc3dda7f7baa7c,
title = "Dynamics of marine stationary platform under action of seismic loading",
abstract = "Dynamics of a marine stationary platform under action of the seismic loading isinvestigated. The structure consists of a tube-like ferroconcrete rod of variable crosssection. To describe the rod vibrations the beam-like model is used. The system of partial differential equation is reduced to the system with 9 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.",
author = "Shekhovtsov, {Vyacheslav A.} and Tovstik, {Petr E.} and Tovstik, {Tatiana M.}",
year = "2011",
language = "English",
pages = "492--501",
booktitle = "Advanced Problems in Mechanics (APM 2011)",
note = "Advanced Problems in Mechanics : The International Summer School ; Conference date: 01-07-2011 Through 05-07-2011",

}

RIS

TY - GEN

T1 - Dynamics of marine stationary platform under action of 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 isinvestigated. The structure consists of a tube-like ferroconcrete rod of variable crosssection. To describe the rod vibrations the beam-like model is used. The system of partial differential equation is reduced to the system with 9 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 isinvestigated. The structure consists of a tube-like ferroconcrete rod of variable crosssection. To describe the rod vibrations the beam-like model is used. The system of partial differential equation is reduced to the system with 9 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.

UR - http://www.spsl.nsc.ru/FullText/konfe/XXXIX-APIM_2011.pdf

M3 - Conference contribution

SP - 492

EP - 501

BT - Advanced Problems in Mechanics (APM 2011)

CY - М

T2 - Advanced Problems in Mechanics

Y2 - 1 July 2011 through 5 July 2011

ER -

ID: 4446736