| Reference : Correlation between stiffness of composite connections and adjacent composite beam |
| Scientific congresses, symposiums and conference proceedings : Paper published in a journal | |||
| Engineering, computing & technology : Materials science & engineering | |||
| http://hdl.handle.net/10993/46787 | |||
| Correlation between stiffness of composite connections and adjacent composite beam | |
| English | |
Odenbreit, Christoph  [University of Luxembourg > Faculty of Science, Technology and Communication (FSTC) > Engineering Research Unit >] | |
| Hahn, Christoph [> >] | |
| 2007 | |
| 2nd International Symposium on Connections between Steel and Concrete | |
| Yes | |
| International | |
| 2nd International Symposium on Connections between Steel and Concrete | |
| 4-7 September 2007 | |
| [en] In the last years composite structures got more and more important for office as well as
high rise buildings. Many test programs where started to study the load bearing behavior of these structures. This paper concentrates on the stiffness behaviour of composite connections, the connecting link between beams or column and beam. The presented analysing model aims in determining the stiffness of composite connections in a practical manner. Therefore a new variable – the non-dimensional spring stiffness – is introduced. The non-dimensional stiffness is a characteristic value for one kind of composite connections, for example joints with endplates or joints with fins. The determination of the non-dimensional stiffness is based on the evaluation of 59 test results. | |
| Researchers ; Professionals ; Students ; General public | |
| http://hdl.handle.net/10993/46787 |
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