Issue: 3(23), 2012. Series: Multi-Topic

ASSESSMENT OF THE INFLUENCE OF LONGITUDINAL COMPRESSIVE FORCE ON THE BENDING VIBRATIONS OF BUILDINGS IN SEISMIC EXPLOSURES

UDK: 624.042.7

Barbashev N. P.

The article deals with the influence of longitudinal compressive force of its own weight on the frequency of bending vibrations of a building. For a console structure model, that has an elastic section modulus diagram (M—k), differential equations were composed and the program of calculation with the help of a PC computer was developed. Seismic load is accepted as horizontal harmonic ground accelerations. Numerous calculations in which strength characteristics of materials, the value of the compressive force vary were carried out.

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Other articles in section

UDK: 539.3
Musaev V. K., Nemchinov V. V.
CALCULATION METHOD FOR SOLVING DYNAMIC AXISYMMETRIC PROBLEMS OF THE THEORY OF ELASTICITY OF THE METHOD OF FINITE TYPE ELEMENTS FOR THE AREAS OF THE COMPLEX FORM
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UDK: 624.014(083.75)
Tusnin A. R., Tusnina O. A.
NUMERICAL ANALYSIS OF MEMBRANE STRUCTURES
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UDK: 624.13/15
Ter-Martirosyan Z. G., Mirnyy A. Y., Muhammed Nazim Dzharo
DETERMINATION OF INNER FRICTION ANGLE OF INCOHERENT SOILS WHEN TESTING COMPRESSION
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UDK: 624.072.2
Simon E. V.
CALCULATION OF GEOMETRICALLY NONLINEAR BAR SYSTEMS IN MIXED FORM
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UDK: 624.1315
Sobolev E. S., Ter-Martirosyan A. Z.
METHOD OF REVERSE PROBLEM SOLUTION OF RAFT FOUNDATION SETTLEMENT CALCULATION USING GEOTECHNICAL MONITORING DATA
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