Add to ORKGInelastic seismic response and ductility evaluation of steel frames with fully, partially restrained and composite connection
A robust mathematical model to capture the behaviour of an attractive post-Northridge type, Partia...
The widespread and unexpected damage to welded connections during recent earthquakes led to the inve...
The paper presents a large experimental campaign carried out on ten steel-concrete composite beam-to...
The damage suffered by steel structures during recent strong earthquakes forced the profession to re...
The influence of partial composite action between concrete slab and steel beam and of partial-streng...
The influence of partial composite action between concrete slab and steel beam and of partial-streng...
Fully-restrained connection failures resulting from the 1994 Northridge earthquake caused increased ...
The influence of partial composite action between concrete slab and steel beam and of partial-streng...
The influence of partial composite action between concrete slab and steel beam and of partial-streng...
The influence of partial composite action between concrete slab and steel beam and of partial-streng...
Fully-restrained connection failures resulting from the 1994 Northridge earthquake caused increased ...
Hybrid systems consisting of the combination of steel and reinforced concrete elements have been use...
Hybrid systems consisting of the combination of steel and reinforced concrete elements have been use...
This paper shows the feasibility of composite MR frame structures with partially encased columns and...
A robust mathematical model to capture the behaviour of an attractive post-Northridge type, Partia...
A robust mathematical model to capture the behaviour of an attractive post-Northridge type, Partia...
The widespread and unexpected damage to welded connections during recent earthquakes led to the inve...
The paper presents a large experimental campaign carried out on ten steel-concrete composite beam-to...
The damage suffered by steel structures during recent strong earthquakes forced the profession to re...
The influence of partial composite action between concrete slab and steel beam and of partial-streng...
The influence of partial composite action between concrete slab and steel beam and of partial-streng...
Fully-restrained connection failures resulting from the 1994 Northridge earthquake caused increased ...
The influence of partial composite action between concrete slab and steel beam and of partial-streng...
The influence of partial composite action between concrete slab and steel beam and of partial-streng...
The influence of partial composite action between concrete slab and steel beam and of partial-streng...
Fully-restrained connection failures resulting from the 1994 Northridge earthquake caused increased ...
Hybrid systems consisting of the combination of steel and reinforced concrete elements have been use...
Hybrid systems consisting of the combination of steel and reinforced concrete elements have been use...
This paper shows the feasibility of composite MR frame structures with partially encased columns and...
A robust mathematical model to capture the behaviour of an attractive post-Northridge type, Partia...
A robust mathematical model to capture the behaviour of an attractive post-Northridge type, Partia...
The widespread and unexpected damage to welded connections during recent earthquakes led to the inve...
The paper presents a large experimental campaign carried out on ten steel-concrete composite beam-to...