On the basis of numerical and experimental results, the attempt was made to explain the failure mechanism of the slab-edge column connections.
On the basis of experimental and numerical results, this paper discusses the out-of-plane behaviour of tall load-bearing reinforced masonry walls in a large-displacement regime, under the influence of vertical loads (P Δ effects).
The relationship between the normalized shear deformation capacity, referred to as the shear strain ratio, and the web slenderness is first established on the basis of experimental and numerical data.
Finally, an interaction formula with respect to shear and flexural strength is offered on the basis of experimental and numerical results in order to evaluate the load-carrying capacity of such composite structures, thereby providing a reference for the design of partially encased composite girders with corrugated steel webs (PECGCSWs) under combined flexural and shear loads.
Finally, the performance of the system is elucidated on the basis of the experimental and numerical investigations.
On the basis of the experimental and numerical findings, design rules covering instabilities in hot-finished EHS beam-columns have been assessed and verified by statistical analysis.
On the basis of the experimental and numerical data, a simplified mechanics model has been proposed for the analysis of the moment vs. rotation relationship.
The model was developed on the basis of extensive experimental and numerical investigations, presented in the first [Quaresimin M, Ricotta M. Fatigue behaviour and damage evolution of single lap bonded joints in composite material.
On the basis of the experimental results, a numerical model was formulated to simulate the cadmium (Cd) transport under an electric field by combining a one-dimensional diffusion-advection model with a geochemical model: the combined model describes the contaminant transport driven by chemical and electrical gradients, as well as the effect of the surface reactions.
