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Effects of shrinkage and creep on steel-concrete composite beams with normal or high strength concrete slab 1-gen-2000 Amadio, C; Fragiacomo, Massimo; Macorini, L.
Seismic response under repeated earthquakes 1-gen-2000 Amadio, C; Fragiacomo, Massimo; Rajgelj, S.
Numerical evaluation of long-term behaviour of timber-concrete composite beams 1-gen-2000 Amadio, C; Ceccotti, A; DI MARCO, R; Fragiacomo, Massimo
Effect of repeated earthquakes on structures 1-gen-2001 Amadio, C; Fragiacomo, Massimo; Kliman, I.
Influence of rheological phenomena in timber-concrete composite beams 1-gen-2001 Amadio, C; Fragiacomo, Massimo; Ceccotti, A; DI MARCO, R.
Long-term behaviour of a timber-concrete connection system 1-gen-2001 Amadio, C; Fragiacomo, Massimo; Ceccotti, A; DI MARCO, R.
On the modelling of semi-rigid steel-concrete composite joints 1-gen-2001 Amadio, C; Fragiacomo, Massimo; Grandelis, F; Macorini, L.
Effective width evaluation for steel-concrete composite beams 1-gen-2002 Amadio, C; Fragiacomo, Massimo
Influence of viscous phenomena on steel-concrete composite beams with normal or high performance slab 1-gen-2002 Fragiacomo, Massimo; Amadio, C; Macorini, L.
Experimental investigation of the shear lag phenomenon in steel-concrete composite beams 1-gen-2002 Amadio, C; Fedrigo, C; Fragiacomo, Massimo; Macorini, L.
Evaluation of deflections under the service load for composite beams with different static schemes and modalities of construction 1-gen-2002 Amadio, C; Fragiacomo, Massimo; Macorini, L; Urizio, M.
Effect of casting sequence on behaviour under the service load of composite girder bridges in cracked and uncracked phase 1-gen-2002 Amadio, C; Fragiacomo, Massimo; Macorini, L; Qualli, A.
A new effective F.E. formulation for studying the long-term behaviour of continuous steel-concrete composite beams 1-gen-2002 Amadio, C; Fragiacomo, Massimo; Macorini, L.
Design of timber-concrete composite structures according to EC5-2002 version 1-gen-2002 Ceccotti, A; Fragiacomo, Massimo; Gutkowski, R. M.
The effect of repeated seismic actions on structures 1-gen-2002 Amadio, C; Fragiacomo, Massimo; Rajgelj, S.
On the serviceability limit state verification of propped and unpropped steel-concrete composite beams with deformable connection 1-gen-2002 Amadio, C; Fragiacomo, Massimo; Macorini, L; Urizio, M.
Design of bilinear hysteretic isolation systems 1-gen-2003 Fragiacomo, Massimo; Rajgelj, S; Cimadom, F.
The effects of repeated earthquakes ground motions on the non-linear response of SDOF systems 1-gen-2003 Amadio, C; Fragiacomo, Massimo; Rajgelj, S.
Analysis of rigid and semi-rigid steel-concrete composite joints under monotonic loading. Part II: parametric study and comparison with the Eurocode 4 proposal 1-gen-2003 Amadio, C; Fragiacomo, Massimo
The effect of repeated earthquakes on steel structures 1-gen-2003 Amadio, C; Fragiacomo, Massimo; Macorini, L; Petrovich, F.
Mostrati risultati da 21 a 40 di 256
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