Authors
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Alexander Nikolaevich POTAPOV
Author
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Vitaliy Ivanovich SOLOMIN
Author
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Andrey Vladimirovich GERBENSKIY
Author
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Elena Viktorovna LEMBERG
Author
Abstract
The approach to the dynamic calculation of damaged structures is given. The analysis
of vibration of reinforced concrete beam and rigidly clamped rectangular plane is made.
In the beam vibrations are caused by the destruction of interior support, in the plate they
are caused by the sudden transformation of the bounding on the short sides.
Author Biographies
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Alexander Nikolaevich POTAPOV
is a Doctor of
Science (Engineering), a professor, a head of Structural
Mechanics Department of South Ural State University.
Research interests: nonstationary process dynamics,
vibration analysis of discrete physically and
structurally non-linear dissipative systems with the
relay carrying contacts. Tel.: 8 (351) 2679000.
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Vitaliy Ivanovich SOLOMIN
is a Doctor of Science
(Engineering), a professor, a full-fledged member of
the Russian Academy of Architecture and Construction
Sciences, a vice-chairman of the Ural department
of the Russian Academy of Architecture and Construction
Sciences, a presidium member of the Chelyabinsk
branch of the Ural department of the Russian
Academy of Architecture and Construction Sciences, a
presidium member of the Russian society of International
agency for soil engineering, geotechnology and
foundation engineering.Research interests: nonlinear
problems of calculation of bar systems and bedplate
constructions. Tel.: 8 (351) 2679000.
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Andrey Vladimirovich GERBENSKIY
is a postgraduate
of Structural Mechanics Department of South
Ural State University. Research interests: vibration
analysis of discrete structurally non-linear dissipative
systems with the relay carrying contacts. Tel.: 8 (351)
2679000
-
Elena Viktorovna LEMBERG
is a postgraduate of a
Structural Mechanics Department of South Ural State
University. Research interest: vibration analysis of
discrete structurally non-linear dissipative systems with
the relay carrying contacts. Tel.: 8 (351) 2679000.