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Pointed arches can exhibit a relevantly different behaviour from circular arches when subjected to horizontal actions.
Indeed, from the structural viewpoint, the horizontal actions caused by wind and earthquakes represent a key issue for the designers.
The performances of nailed timber shear walls subjected to in-plane horizontal actions are numerically investigated in the paper.
Results show that cyclic horizontal actions are very harmful to the slab column connection, resulting in low horizontal drifts and energy dissipation.
The current confidence levels in the ability to provide buildings with adequate resistance to horizontal actions do not easily apply to historic and existing masonry structures.
Experimental campaigns carried out in the past showed that the presence of truss bed-joint reinforcement provides a general improvement to the performance of masonry panels subjected to horizontal actions.
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structures, not designed to resist horizontal seismic actions.
This paper presents the work of numerical simulations about its dynamic responses under horizontal wind actions.
The natural frequency, acceleration amplification factor, storey drift, and distribution of horizontal seismic actions for the model structure were investigated.
Horizontal scaling action broadly supported by current cloud providers.
The horizontal seismic action is represented by the elastic response spectrum Type 1 (Ms >5.5, EC-8 §3.2.2.2 where Ms is the surface-wave magnitude).
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