EXPERIMENTAL RESEARCH INTO THE RESPONSE OF A MONUMENTAL HISTORIC STRUCTURE TO TRAFFIC-INDUCED EFFECTS OF TECHNICAL SEISMICITY
DOI:
https://doi.org/10.14311/CEJ.2019.04.0039Keywords:
Monitoring, Technical seismicity, Structure response, Traffic, Historic masonryAbstract
The growing volumes of particularly heavy truck traffic with high road pavement loading values and, in many cases, poor quality and uneven road pavement surfaces intensify the effects technical seismicity on buildings situated in the vicinity of traffic routes.
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References
Witzany, J. a kol., Experimental research into dynamic characteristics of masonry segment barrel vaults, In: Proceedings of SMAR 2015, The Third Conference on Smart Monitoring, Assessment and Rehabilitation of Structures. Istanbul: ITU, 2015, pp. 1-8. ISBN 978-3-905594-65-2
National Census of Transport on the Motorway and Road Network of the Czech Republic 2016, Ředitelství silnic a dálnic ČR, 2017, available online: http://scitani2016.rsd.cz, cited 23-08-2019
Research report on measuring of the dynamic response in the Basilica of the Assumption of Our Lady in Stará Boleslav, Insitute of Theoretical and Applied Mechanics, CAS ČR, v. v. i., Praha, 2018
ČSN 730040 Loads on structures by technical seismicity and their response, UNMZ, 2019
ČSN EN 1991-1-7 Eurocode 1: Actions on structures - Part 1-7: General actions - Accidental actions, UNMZ, 2007
Witzany, J., Zigler, R., Equipment for securing brick barrel vaults against the effects of natural and technical seismicity, patent application no. 2018-608, Praha, 2018.
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