Analysis of Bearing Systems of Tower Blocks

David Meri; Olga Ivankova

doi:10.4028/www.scientific.net/AMM.837.226

Paper Titles

Analysis of the Natural Frequencies of a Plexiglass Plate
p.187

Human-Induced Loads on Grandstands as Non-Stationary Gaussian Processes
p.191

Three-Point Bending Test Evaluation of Concrete Specimens by Non-Traditional Analysis of Acoustic Emission Method
p.198

The Influence of the Wind Flow Around the Free Ends of High-Rise Building on the Values of External Wind Pressure Coefficients
p.203

Capability of Two Equation k-ω Turbulence Model to Predict Pressure Values on “Quarter-Circular” Object
p.209

Nonlinear Probabilistic Analysis of the Failure Pressure of NPP Shielding Plate
p.214

Concrete Carbonation Monitoring by Nonlinear Ultrasonic Spectroscopy
p.222

Analysis of Bearing Systems of Tower Blocks
p.226

An Influence of a Shape of a Flaw on a Value of Stress on Beams
p.230

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 837Analysis of Bearing Systems of Tower Blocks

Analysis of Bearing Systems of Tower Blocks

Abstract:

The subject of this article is static and dynamic analysis of a tall residential building. The static part is focused on the analysis of the structure loaded by horizontal forces acting due to the effect of wind and by vertical forces of the structure`s own weight and other vertical loads. Dynamic analysis represents the behavior of the structure during seismic event and dynamic characteristics of the structure.

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Periodical:

Applied Mechanics and Materials (Volume 837)

Pages:

226-229

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.837.226

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Online since:

June 2016

Authors:

David Meri*, Olga Ivankova

Keywords:

Coefficient of Ground Stiffness, Deformation, Dynamic Analysis, Seismicity, Static Analysis, Wind Load

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References

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DOI: 10.1002/9783433609194.ch3

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