Full Text Available
Note: Clicking the button above will open the full text document at the original institutional repository in a new window.
Experimental and Numerical Analyses of Eccentric Bolted Connections Subject to Shear and Torsion
Steel connections are one of the pillars of the steel structures construction industry, and yet, it still to this day holds some ambiguities in our design procedures. Several authors believe that the elastic-based methods constricted connection design into a conservative approach, and accordingly in...
Saved in:
| Main Author: | |
|---|---|
| Format: | Thesis |
| Published: |
AUC Knowledge Fountain
2026
|
| Subjects: | |
| Tags: |
No Tags, Be the first to tag this record!
|
Similar Items: Experimental and Numerical Analyses of Eccentric Bolted Connections Subject to Shear and Torsion
- Modelling of slotted bolted friction connections as seismic energy dissipaters in braced steel frames
- Behaviour and design of unstiffened steel column base connections under uniaxial and biaxial bending
- The effect of moment-rotation joint behaviour on the displacements of portal frames
- Assessment of slender square/rectangular CFDST columns subjected to eccentric loading
- Steel fibre-reinforced concrete: multi-scale characterisation towards numerical modelling
- Experimental and numerical investigation on the effect of gaps in mass timber connections in fire