Dynamic activity of military transportation investigation at the construction site

Authors

DOI:

https://doi.org/10.26906/znp.2019.52.1690

Keywords:

vibration, building, vibration acceleration, vibration velocity, measurement

Abstract

In the paper it is confirmed that any theoretical data inferior to precisely measured data due to the impossibility of
considering all the factors influencing on the oscillation process. The fluctuations magnitude of a non-residential building in
Poltava and the dynamic influence on the building structure and the people who can be there periodically are experimentally
investigated. To evaluate the vibration impact, it is necessary to compare measured data with the permissible level of
vibration in public buildings. The recommendations for the further building exploitation are based on the building structures
vibration acceleration measurements results.

References

Nesmashny, E.O. Zdeschits, V.M. & Bondurivska, O.I.

(2006). Methods and results of determining the level of

seismic load on residential buildings during blasting

operations at Kryvbas quarries. Bulletin of the KTU, 14,

-191.

Boyko, V.V., Kuzmenko, A.A. & Hlevnyuk, T.V.

(2008). Estimation of seismic safety of structures when exposed

to explosive waves, taking into account their spectral

characteristics. Bulletin of NTUU "KPI". Series: Mining,

, 3-13.

Perelmuter, A.V., Karpilovsky, V.S., Fialko, S.Yu. &

Egupov, K.V. (2003). Experience in implementing the CIS

MSN project “Construction in seismic areas” in the SCAD

software system. ODABA Bulletin, 9, 147-159.

Tyshchenko, S.V. (2004). Investigation of the explosion

effect an on the process of velocity field occurrence in a

destructive medium. NSU Scientific Bulletin, 12, 3-5.

Shvets, V.B., Shapoval, V.G. & Petrenko, V.D. [and

etc.]. (2008). Foundations of industrial, civil and transport

structures on layered soil foundations. Dnepropetrovsk:

New Ideology.

Holmansky, M.L. (1997). Calculation of oscillations of

structures interacting with soil as systems with random

parameters. Soil mechanics and foundation: materials of the

third Ukr. scientific-technical Conf. in soil mechanics and

foundations. Odessa: ODABA.

Chernyy, G.I. & Chernyy, V.G. (2003). Deformation of

the soil under static and dynamic loading. Academic journal.

Series: Industrial Machine Building, Civil Engineering, 12,

-247.

ISO 4866-90. Vibration and impact. Vibration of

buildings. Carrying out the vibration measurement and

evaluation of its effect on the building.

http://vsegost.com/Catalog/11/11007.shtml

SanPiN 1304-75. Sanitary norms of allowable vibrations

in residential buildings.

http://base.safework.ru/law?print&nd=33300758&nh=0.

Smith, I.M. (1994). Numerical methods in geotechnical

engineering. Proceedings of the third European conference,

Manchester. Rotterdam: Balkema.

Svinkin, M.R. (2004). Minimizing construction vibration

effects. Practice Periodical on Structural Design and

Construction, 9(2), 108-115.

Svinkin, M.R. (2002). Predicting soil and structure vibrations

from impact machine. Geotechnical and Geoenvironmental

Engineering, 128(7), 602-612.

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Published

2019-07-05

How to Cite

Mykhailovska, O., & Nesterenko, T. (2019). Dynamic activity of military transportation investigation at the construction site. Збірник наукових праць Галузеве машинобудування будівництво Academic Journal Industrial Machine Building Civil Engineering, 1(52), 154–159. https://doi.org/10.26906/znp.2019.52.1690

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