dc.contributor.author | Kaláb, Zdeněk | |
dc.contributor.author | Lednická, Markéta | |
dc.contributor.author | Kořínek, Robert | |
dc.contributor.author | Hrubešová, Eva | |
dc.date.accessioned | 2012-03-09T14:30:23Z | |
dc.date.available | 2012-03-09T14:30:23Z | |
dc.date.issued | 2012 | |
dc.identifier.citation | Acta Geophysica. 2012, vol. 60, no. 2, p. 426-437. | cs |
dc.identifier.issn | 1895-6572 | |
dc.identifier.issn | 1895-7455 | |
dc.identifier.uri | http://hdl.handle.net/10084/90236 | |
dc.description.abstract | 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. | cs |
dc.language.iso | en | cs |
dc.publisher | Springer | cs |
dc.relation.ispartofseries | Acta Geophysica | cs |
dc.relation.uri | https://doi.org/10.2478/s11600-011-0076-3 | cs |
dc.subject | traffic | cs |
dc.subject | seismic load | cs |
dc.subject | technical seismicity | cs |
dc.title | Influence of local geological pattern on values of vibrations induced by road traffic | cs |
dc.type | article | cs |
dc.identifier.location | Není ve fondu ÚK | cs |
dc.identifier.doi | 10.2478/s11600-011-0076-3 | |
dc.type.status | Peer-reviewed | cs |
dc.description.source | Web of Science | cs |
dc.description.volume | 60 | cs |
dc.description.issue | 2 | cs |
dc.description.lastpage | 437 | cs |
dc.description.firstpage | 426 | cs |
dc.identifier.wos | 000300278000010 | |