EXPERIMENTAL STUDIES OF CHARACTERISTICS OF SEISMIC SUPPORTS

UDC 624.016.042.7:699.841

Authors:

Bulat A.F., Acad. NASU, D. Sc. (Tech.), Professor,

Dyrda V.I., D. Sc. (Tech.), Professor,

Lisitsa N.I., Ph. D. (Tech.), Senior Researcher (IGTM NAS of Ukraine),

Mar’yenkov N.G., D. Sc. (Tech.), Senior Researcher,

Zharko L.A., Ph. D. (Tech.), Associate Professor (SE RIBC),

Kozub Yu.G., Ph. D. (Tech.), Associate Professor (LNU named after T. Shevchenko),

Lisitsa N.N., M.S (Tech.) (DNU named by O. Gonchar)

Abstract.

The results of experimental studies to determine the static and dynamic characteristics (stiffness in compression, shear, logarithmic decrement, damping coefficient taking into account the structural damping) of seismic supports are given in the paper. Four support types were subjected to research, their dimensions are: a) height (rubber) 2´120 mm and diameter of 400 mm; b) support 2´70 mm and 400 mm diameter; c) height 2´50 mm and diameter of 480 mm; d) support 2´50 mm and diameter of 500 mm. The “force – displacement” dependence under the vertical and shear loads, dissipative characteristics of the developed seismic supports are obtained according to the research. Developed structures of the support are able to provide the natural frequency of the building in the horizontal plane of 1 Hz or less.

Keywords:

seismic supports, stiffness in compression, shear stiffness, logarithmic damping factor of oscillations

References:

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About the authors:

Bulat Anatoly Fedorovich, Academician of the National Academy of Science of Ukraine, Doctor of Technical Sciences (D. Sc.), Professor, Director of the Institute, M.S. Polyakov Institute of Geotechnical Mechanics under the National Academy of Science of Ukraine (IGTM, NASU), Dnepropetrovsk, Ukraine, Ця електронна адреса захищена від спам-ботів. вам потрібно увімкнути JavaScript, щоб побачити її.

Dyrda Vitaly Illarionovich, Doctor of Technical Sciences (D. Sc.), Professor, Head of Department of Elastomeric Component Mechanics in Mining Machines, M.S. Polyakov Institute of Geotechnical Mechanics under the National Academy of Science of Ukraine (IGTM, NASU), Dnepropetrovsk, Ukraine, Ця електронна адреса захищена від спам-ботів. вам потрібно увімкнути JavaScript, щоб побачити її.

Lisitsa Nikolay Ivanovich, Candidate of Technical Sciences (Ph. D.), Senior Researcher, Senior Researcher in Department of Elastomeric Component Mechanics in Mining Machines, M.S. Polyakov Institute of Geotechnical Mechanics under the National Academy of Science of Ukraine (IGTM, NASU), Dnepropetrovsk, Ukraine, Ця електронна адреса захищена від спам-ботів. вам потрібно увімкнути JavaScript, щоб побачити її.

Mar’yenkov Nikolay Grigor’yevich, Doctor of Technical Sciences (D. Sc.), Senior Researcher, Head of Department of Research Automation and Seismic Stability of Buildings and Constructions, State Enterprise Research Institute of Building Constructions (SE RIBC), Kiev, Ukraine, Ця електронна адреса захищена від спам-ботів. вам потрібно увімкнути JavaScript, щоб побачити її.

Zharko Ludmila Alekseevna, Candidate of Technical Sciences (Ph. D.), Associate Professor, Head of Department of Buildings and Structures Construction Research of the Test Center, State Enterprise Research Institute of Building Constructions (SE RIBC), Kiev, Ukraine, Ця електронна адреса захищена від спам-ботів. вам потрібно увімкнути JavaScript, щоб побачити її.

Кozub Yuriy Gordeyevich, Candidate of Technical Sciences (Ph. D.), Associate Professor, Associate Professor in Department of Technology of Production and Trade Education, Taras Shevchenko National University of Lugansk (LNU), Lugansk, Ukraine, Ця електронна адреса захищена від спам-ботів. вам потрібно увімкнути JavaScript, щоб побачити її.

Lisitsa Natalya Nikolaevna, Master of Science, Assistant of computer technologies department, faculty of applied mathematics, Dnepropetrovsk National University named by O. Gonchar (DNU named by O. Gonchar), Dnepropetrovsk, Ukraine, Ця електронна адреса захищена від спам-ботів. вам потрібно увімкнути JavaScript, щоб побачити її.