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Buildings in the proximity of roads can be affected by vibrations induced by traffic. Local geological pattern is necessary to be taken into account because it has significant influence on values of vibrations and their characteristics. This paper summarizes results of experimental measurements. Four different types of buildings in different types of local geology were used for this purpose. The obtained results document that the generation of significant vibrations is mostly due to heavy vehicles. Some maximum velocity values exceed acceptable limits according to the Czech Technical Standard 73 0040 for evaluation of technical seismicity effect on buildings. Cosmetic damage, meaning the cracking of plaster, might occur due to traffic vibrations.
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Czasopismo
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Tom
Strony
426--437
Opis fizyczny
Bibliogr. 9 poz.
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autor
autor
autor
autor
- Institute of Geonics AS CR, Ostrava-Poruba, Czech Republic, kalab@ugn.cas.cz
Bibliografia
- Auroville Earth Institute (2010), Disaster resistance, Earthquakes and structures, Auroville Earth Institute, India, http://www.earth-auroville.com/earthquakes_and_structures_en.php (last accessed September 2011).
- ČSN 73 0040 (1996), Loads of Technical Structures by Technical Seismicity, ČNI, Prague.
- François, S., L. Pyl, H.R. Masoumi, and G. Degrande (2007), The influence of dynamic soil-structure interaction on traffic induced vibrations in buildings, Soil Dyn. Earthq. Eng. 27, 7, 655-674, DOI: 10.1016/j.soildyn.2006.11.008.
- Hanaidi, O. (2000), Traffic vibrations in buildings, Construction Technology Update 39, www.nrc-cnrc.gc.ca/eng/ibp/irc/ctus/ctus-n39.html.
- Hao, H., T.C. Ang, and J. Shen (2001), Building vibration to traffic-induced ground motion, Build. Environ. 36, 3, 321-336, DOI: 10.1016/S0360-1323(00)00010-X.
- Ju, S.-H. (2009), Finite element investigation of traffic induced vibrations, J. Sound Vib. 321, 3-5, 837-853, DOI: 10.1016/j.jsv.2008.10.031.
- Kim, D.-S., and J.-S. Lee (2000), Propagation and attenuation characteristics of various ground vibrations, Soil Dyn. Earthq. Eng. 19, 2, 115-126, DOI: 10.1016/S0267-7261(00)00002-6.
- Salajka, V., and V. Kanický (2004), A contribution to the assessment of seismic loads of buildings due to traffic, Trans. VŠB – Tech. Univ. Ostrava, Civil Eng. Ser. 4, 2, 261-267 (in Czech).
- Villaverde, R. (2009), Fundamental Concept of Earthquake Engineering, CRC Press, Boca Raton.
Typ dokumentu
Bibliografia
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bwmeta1.element.baztech-article-BSL4-0013-0014