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Prodotti recenti

Seismic design criteria for CFS steel-sheathed shear walls

The current European earthquake standard EN1998-1 does not provide the seismic design criteria for cold formed steel (CFS) steel-sheathed shear walls, limiting their use as a lateral force resisting system in lightweight steel buildings. In order to overcome this lack of guidelines, a specific study has been performed to extend the applicability of the Effective Strip Method (ESM), given in North American standard AISI S400 to EN1998-1. The method evaluates the shear resistance of steel-sheat...

Numerical Modelling of CFS Three-Story Strap-Braced Building under Shaking-Table Excitations

In recent research activities, shake-table tests were revealed to be useful to investigate the seismic behavior of cold-formed steel (CFS) buildings. However, testing full-scale buildings or re-duced-scale prototypes is not always possible; indeed, predicting tools and numerical models could help designers to evaluate earthquake response. For this reason, numerical modelling of two strap-braced prototype buildings, recently tested on shake-table at University of Naples Federico II in cooperat...

Evolution of EC8 Seismic Design Rules for X Concentric Bracings

Eurocodes are currently under revision within a six-year program by CEN/TC 250. In this framework, concentric bracings, particularly in cross configuration, have been largely debated; indeed, several criticisms affect the seismic design procedure currently codified within Eurocode 8, entailing significant design efforts and leading to massive and non-economical structural systems, even characterized by poor seismic behavior. The efforts of SC8 have been aimed at improving the codified seismic...

THEORETICAL AND EXPERIMENTAL EVALUATION OF SEISMIC BEHAVIOUR OF CFS WALLS WITH UHS STEEL BRACINGS

Experimental investigation of non-preloadable grade 8.8 bolts

Non- preloadable bolts are widely used in the European framework; the EN 1993:1-8 provides design rules for bolted connections based on simplified elastic perfectly plastic response of bolts, disregarding their ultimate deformation capacity. However additional information regarding their post elastic behavior are needed when this type of bolts is used in seismic areas; therefore in this work, the monotonic behavior of no pre-loadable grade 8.8 SB (Structural Bolting) assemblies was investigat...

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