In this thesis, we investigate the use of the most fundamental elements; cables for tension and bars for compression, in the search for the most efficient bridges. Stable arrangements of these elements are called tensegrity ...

In accordo con i criteri della progettazione sismica tradizionale, la dissipazione dell’energia sismica in ingresso nei telai sismo-resistenti avviene in alcune zone degli elementi strutturali che vengono impegnate in campo ...

This thesis proposes a conceptual formulation for controlling the resulting mechanical properties of Recycled Aggregate Concretes (RACs) via generalised mix-design rules intended at covering the specific features of Recycled ...

One of the most widespread structural systems is represented by Moment Resisting Frames (MRFs). resistant seismic frames. This structural system is made up of frames capable of resisting seismic actions through predominantly ...

Since the end of the eighties, numerous studies have been conducted analysing the relationship between the infrastructures and the economic development of the territory, highlighting its close correlation. In the last ...

Moment Resisting Frames are structures that withstand seismic actions by the bending of girders, columns and connections. Their main source of stiffness and lateral strength is given by the flexural resistance of members ...

Slow-moving landslides and subsidence phenomena yearly induce huge damages both direct (on structures and/or infrastructures with them interacting) and indirect (corresponding to the associated economic losses). For this ...

The study of the static and dynamic behaviour of the architectural heritage of historical-artistic value made up of rigid stone blocks is a topic of particular interest in the field of modern Seismic Engineering. Such ...

Textile Reinforced Mortar (TRM) composites represents nowadays an innovative and efficient technique for strengthening of masonry structural elements. In recent years, the use of plant fibres within the composite, instead ...

This work aims at the definition, application and validation of a simplified performance-based method for the evaluation of seismic performances of steel buildings. Reference is made to steel Moment Resisting Frames ...