Experimental investigation into amplitude-dependent modal properties of an eleven-span motorway bridge
| Contribuinte(s) |
University of Aberdeen, School of Engineering, Engineering University of Aberdeen, Energy |
|---|---|
| Data(s) |
05/08/2016
05/08/2016
15/01/2016
20/01/2015
|
| Resumo |
The authors would like to thank their supporters. New Zealand Earthquake Commission (EQC) Research Foundation provided financial support for experimental work (Grant No. UNI/578). New Zealand Transport Agency (NZTA) provided access to the bridge. Piotr Omenzetter’s work within the LRF Centre for Safety and Reliability Engineering at the University of Aberdeen is supported by Lloyd’s Register Foundation. The Foundation helps to protect life and property by supporting engineering-related education, public engagement and the application of research. Ge-Wei Chen’s doctoral study is supported by China Scholarship Council (CSC) (Grant No. 2011637065). Peer reviewed Postprint |
| Formato |
21 |
| Identificador |
Chen , G-W , Beskhyroun , S & Omenzetter , P 2016 , ' Experimental investigation into amplitude-dependent modal properties of an eleven-span motorway bridge ' Engineering Structures , vol 107 , pp. 80-100 . , 10.1016/j.engstruct.2015.11.002. 0141-0296 PURE: 58393141 PURE UUID: 51ecb775-3e1a-4b16-b7a0-b914a036f084 |
| Idioma(s) |
eng |
| Relação |
Engineering Structures |
| Direitos |
© 2016. This manuscript version is made available under the CC-BY-NC-ND 4.0 license http://creativecommons.org/licenses/by-nc-nd/4.0/ |
| Palavras-Chave | #Full scale testing #system identification #modal testing #bridge #eccentric mass shaker #amplitude dependent modal parameters #finite element model #TA Engineering (General). Civil engineering (General) #TA |
| Tipo |
Journal article |
