Number of the records: 1
Diagnostics of the Troja footbridge by means of dynamic response
- 1.
SYSNO ASEP 0490812 Document Type J - Journal Article R&D Document Type The record was not marked in the RIV Subsidiary J Článek ve SCOPUS Title Diagnostics of the Troja footbridge by means of dynamic response Author(s) Pirner, Miroš (UTAM-F) RID, ORCID, SAI
Pospíšil, Stanislav (UTAM-F) RID, SAI, ORCID
Urushadze, Shota (UTAM-F) RID, ORCID, SAINumber of authors 3 Source Title Acta Technica CSAV. - : Ústav termomechaniky AV ČR, v. v. i. - ISSN 0001-7043
Roč. 43, č. 2 (1998), s. 161-174Number of pages 14 s. Publication form Print - P Language eng - English Country CZ - Czech Republic Keywords dynamic response ; low rigidity ; stress-ribbon footbridge Subject RIV JM - Building Engineering Institutional support UTAM-F - RVO:68378297 EID SCOPUS 0542397634 Annotation The idea of using dynamic response for the defects indication is not frequent for civil engineering structures. Both static and dynamic loads induce cracks which may influence their response. It could be then desirable to monitor the state of the structure during its entire life of exploitation. One mean of such monitoring is by measurements of structural eigenparameters and analysing them by the methods of modal analysis. The paper deals with such a diagnosis of the unusual structure characterized by it low bending rigidity and by the geometrical form stabilized by its own weight only. Workplace Institute of Theoretical and Applied Mechanics Contact Kulawiecová Kateřina, kulawiecova@itam.cas.cz, Tel.: 225 443 285 Year of Publishing 2019
Number of the records: 1