Titlebook: Historical Earthquake-Resistant Timber Frames in the Mediterranean Area; Nicola Ruggieri,Gennaro Tampone,Raffaele Zinno Book 2015 Springer

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Timber Framing Wall in the Italic Civilization,ently to in-plane seismic actions. The paper also focuses on a representation of a joint failure with loss of equilibrium and members bending which characterize some load bearing elements. Such realistic description is coherent and compatible with the structural configuration, the loads system and t

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Behaviour of the Borbone Constructive System Under Cyclic Loading: Preliminary Report,tical copy of the bishop’s building wall. The paper will present the results of quasi-static cyclic tests according to UNI EN 12512:2003, on the full scale specimen of the Mileto masonry reinforced with timber framing. Furthermore, the hysteretic behaviour (ductility, energy dissipation, equivalent

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,Seismic Performance Evaluation of Timber—Framed Masonry Walls Experimental Tests and Numerical Moderocedure, the masonry infill is modeled by rigid blocks connected by unilateral elastic contact constraints. A convenient way to define the contact device which links the blocks, through which a mortar joint or dry joint could be simulated, is to consider a set of elastic links, orthogonal to the co