Behaviour of precast hybrid steel/concrete joints
The research work in this thesis consists of two major parts. Firstly, the loadcarrying mechanism of the composite beams was explained using an "arch mechanism". The moment-rotation relationship of the composite joint was modelled using an "component approach". It is a well-k...
| Main Author: | |
|---|---|
| Other Authors: | |
| Format: | Thesis |
| Language: | English |
| Published: |
2008
|
| Subjects: | |
| Online Access: | http://hdl.handle.net/10356/12248 |
| Summary: | The research work in this thesis consists of two major parts. Firstly, the loadcarrying
mechanism of the composite beams was explained using an "arch
mechanism". The moment-rotation relationship of the composite joint was modelled
using an "component approach".
It is a well-known fact that the idealisations of either fully pin or fully rigid
connection behaviour is truly uneconomical though it facilitates the analysis
process. |
|---|