Search
Abstract
A large number of accidents involving damage of temporary grandstands during different types of events were observed in the past. The aim of the paper is to analyse numerically the effectiveness of a polymer damper in damage reduction of a temporary steel scaffolding grandstand exposed to dynamic load due to jumping. The element has been installed as a diagonal one at the back part of the structure. The method has been compared with the typical solution of strengthening the grandstand with the diagonal stiffener of tubular cross section. The results of the study clearly show that the response of a temporary steel grandstand equipped with a diagonal damper as well as with the diagonal stiffener is substantially different. The application of the polymer damper leads to considerable reduction in the level of measured accelerations due to the increased structural damping preventing from damage.
Citations
-
5
CrossRef
-
0
Web of Science
-
6
Scopus
Cite as
Full text
full text is not available in portal
Keywords
Details
- Category:
- Articles
- Type:
- publikacja w in. zagranicznym czasopiśmie naukowym (tylko język obcy)
- Published in:
-
Key Engineering Materials
no. 713,
pages 171 - 174,
ISSN: 1662-9795 - Language:
- English
- Publication year:
- 2016
- Bibliographic description:
- Lasowicz N., Jankowski R.. The Effectiveness of Polymer Damper in Damage Reduction of Temporary Steel Grandstand. Key Engineering Materials, 2016, Vol. 713, , s.171-174
- DOI:
- Digital Object Identifier (open in new tab) 10.4028/www.scientific.net/kem.713.171
- Verified by:
- Gdańsk University of Technology
seen 82 times