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  1. Pubblicazioni

ENGINEERING STRUCTURES

Rivista
Codice:
E058196
ISSN:
0141-0296
  • Dati Generali

Dati Generali

Pubblicazioni (37)

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A model for beam–column corner joints of existing RC frame subjected to cyclic loading
Articolo
A numerical procedure for simulating the multi-support seismic response of submerged floating tunnels anchored by cables
Articolo
A parametric numerical study on the behavior of large precast tunnel segments during TBM thrust phase
Articolo
Adaptive isolation system combining low-friction sliding pendulum bearings and SMA-based gap dampers
Articolo
Analytical and numerical modelling of existing RC frames with smooth rebars
Articolo
Analytical model for the in-plane resistance of masonry walls retrofitted with steel fiber reinforced mortar coating
Articolo
Behavior of lightly reinforced fiber reinforced concrete panels under pure shear loading
Articolo
Biaxial shear in RC square beams: Experimental, numerical and analytical program
Articolo
Cyclic behaviour of a full scale R.C. structural wall
Articolo
Damage detection of prestressed concrete beams affected by shear and flexure cracks through vibration monitoring
Articolo
EFFECTIVENESS OF A STEEL RING-FRAME FOR THE SEISMIC STRENGTHENING OF MASONRY WALLS WITH NEW OPENINGS
Articolo
Enhancing the shear strength of hollow-core slabs by using polypropylene fibres
Articolo
Estimation of the instantaneous friction coefficients of sliding isolators subjected to bi-directional orbits through a nonlinear state observer
Articolo
Experimental analysis of a masonry façade subject to tunnelling-induced settlements.
Articolo
Experimental behavior of precast HSFRC columns in steel socket foundation under cyclic loads
Articolo
Experimental cyclic and dynamic in-plane rocking response of a masonry transverse arch typical of historical churches
Articolo
Experimental study of a reinforced concrete bridge pier strengthened with HPFRC jacketing
Articolo
Fibre orientation in SFRC slabs and consequences for punching shear and flexural resistance
Articolo
Glass Fiber Reinforced Concrete jointless slabs-on-grade: A real-scale experimental study
Articolo
In-situ testing of the out-of-plane flexural behavior of hollow block masonry walls retrofitted with steel fiber reinforced mortar coating
Articolo
Infill with sliding panels in presence of a full-height opening: Experimental in-plane response
Articolo
Influence of fiber orientation and structural-integrity reinforcement on the flexural behavior of elevated slabs
Articolo
Influence of polypropylene fibre reinforcement and width-to-effective depth ratio in wide-shallow beams
Articolo
Lightweight extrados restraining elements for the anti-seismic retrofit of single leaf vaults
Articolo
Long term behavior of FRC flexural beams under sustained load
Articolo
Masonry infill construction and retrofit technique for the infill-frame interaction mitigation: Test results
Articolo
Minimum Principles and Initial Stress Method in Elastic-Plastic Analysis
Articolo
Monitoring of hysteretic friction degradation of Curved Surface Sliders through a nonlinear constrained estimator
Articolo
Numerical analysis of old masonry buildings: a comparison among constitutive models
Articolo
Precast tunnel segments for metro tunnel lining: A hybrid reinforcement solution using macro-synthetic fibers
Articolo
Retrofitting of r/c shear walls by means of high performance jackets.
Articolo
Seismic reliability and loss assessment of RC frame structures with traditional and innovative masonry infills
Articolo
Shear behaviour of prestressed double tees in self-compacting polypropylene fibre reinforced concrete
Articolo
Stability and strength of old masonry vaults under compressive longitudinal loads: engineering analyses
Articolo
Steel fiber reinforced self-compacting concrete thin slabs – Experimental study and verification against Model Code 2010 provisions
Articolo
Tailoring SFRC to mechanical needs: Full-scale experiments with optimized hybrid SFRC composition and fiber alignment to stress path
Articolo
Verification of structural elements made of FRC only: A critical discussion and proposal of a novel analytical method
Articolo
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