Modernismi Litici 1922-1942. La pietra nell'Architettura Moderna

Leggere il progetto del Moderno e le sue culture costruttive in relazione alla storia e allo sviluppo della tecnologia, consente di esplorare alcuni aspetti dell’Architettura Moderna in Europa. Oltre alla più famosa, e maggiormente studiata, triade dei materiali ‘moderni’ – l’acciaio, il calcestruzzo e il vetro – la pietra ha svolto un importante ruolo nella definizione sia dello stile che della costruzione moderna. La costruzione in pietra è stata sempre associata alla tradizione e quindi deliberatamente dimenticata dal Movimento Moderno, durante la fase cruciale della modernizzazione della società e quindi dell’architettura e della costruzione. La pietra tuttavia testimonia la delicata transizione dalla tradizionale arte del costruire alle nuove tecnologie. La ricerca ha studiato l’evoluzione delle tecniche costruttive in pietra in Francia ed in Italia, durante gli anni ’20 e ’30, in relazione alle nuove tecniche industrializzate e i linguaggi delle avanguardie. La ricerca è partita dallo studio dei manuali, delle riviste e dei progetti presentati sulle loro pagine. In Italia e in Francia il rivestimento in pietra si afferma come un sistema costruttivo ‘razionale’, dove la costruzione moderna converge lentamente verso nuove soluzioni; questo sistema ha avuto negli anni ’20 e ’30 un ruolo centrale, nel quale è stato possibile un dialogo, senza contraddizioni, tra i materiali ‘moderni’ e la pietra. L’evoluzione dalle tradizionali tecniche costruttive verso i nuovi sistemi tecnologici, ha determinato una nuova costruzione in pietra che è alla base di una modernità che non rifiuta questo materiale tradizionale, ma lo trasforma secondo i nuoci principi estetici.

Damage Identification of Structures through Vibration-Based Structural Monitoring Systems

The thesis has been carried out within the “SHAPE Project - Predicting Strength Changes in Bridges from Frequency Data Safety, Hazard, and Poly-harmonic Evaluation” (ERA-NET Plus Infravation Call 2014) which dealt with the structural assessment of existing bridges and laboratory structural reproductions through the use of vibration-based monitoring systems, for detecting changes in their natural frequencies and correlating them with the occurrence of damage. The main purpose of this PhD dissertation has been the detection of the variation of the main natural frequencies as a consequence of a previous-established damage configuration provided on a structure. Firstly, the effect of local damage on the modal feature has been discussed mainly concerning a steel frame and a composite steel-concrete bridge. Concerning the variation of the fundamental frequency of the small bridge, the increasing severity of two local damages has been investigated. Moreover, the comparison with a 3D FE model is even presented establishing a link between the dynamic properties and the damage features. Then, moving towards a diffused damage pattern, four concrete beams and a small concrete deck were loaded achieving the yielding of the steel reinforcement. The stiffness deterioration in terms of frequency shifts has been reconsidered by collecting a large set of dynamic experiments on simply supported R.C. beams discussed in the literature. The comparison of the load-frequency curves suggested a significant agreement among all the experiments. Thus, in the framework of damage mechanics, the “breathing cracks” phenomenon has been discussed leading to an analytical formula able to explain the frequency decay observed experimentally. Lastly, some dynamic investigations of two existing bridges and the corresponding FE Models are presented in Chapter 4. Moreover, concerning the bridge in Bologna, two prototypes of a network of accelerometers were installed and the data of a few months of monitoring have been discussed.

Fiber beam-columns models with flexure-shear interaction for nonlinear analysis of reinforced concrete structures

The aim of this study was to develop a model capable to capture the different contributions which characterize the nonlinear behaviour of reinforced concrete structures. In particular, especially for non slender structures, the contribution to the nonlinear deformation due to bending may be not sufficient to determine the structural response. Two different models characterized by a fibre beam-column element are here proposed. These models can reproduce the flexure-shear interaction in the nonlinear range, with the purpose to improve the analysis in shear-critical structures. The first element discussed is based on flexibility formulation which is associated with the Modified Compression Field Theory as material constitutive law. The other model described in this thesis is based on a three-field variational formulation which is associated with a 3D generalized plastic-damage model as constitutive relationship. The first model proposed in this thesis was developed trying to combine a fibre beamcolumn element based on the flexibility formulation with the MCFT theory as constitutive relationship. The flexibility formulation, in fact, seems to be particularly effective for analysis in the nonlinear field. Just the coupling between the fibre element to model the structure and the shear panel to model the individual fibres allows to describe the nonlinear response associated to flexure and shear, and especially their interaction in the nonlinear field. The model was implemented in an original matlab® computer code, for describing the response of generic structures. The simulations carried out allowed to verify the field of working of the model. Comparisons with available experimental results related to reinforced concrete shears wall were performed in order to validate the model. These results are characterized by the peculiarity of distinguishing the different contributions due to flexure and shear separately. The presented simulations were carried out, in particular, for monotonic loading. The model was tested also through numerical comparisons with other computer programs. Finally it was applied for performing a numerical study on the influence of the nonlinear shear response for non slender reinforced concrete (RC) members. Another approach to the problem has been studied during a period of research at the University of California Berkeley. The beam formulation follows the assumptions of the Timoshenko shear beam theory for the displacement field, and uses a three-field variational formulation in the derivation of the element response. A generalized plasticity model is implemented for structural steel and a 3D plastic-damage model is used for the simulation of concrete. The transverse normal stress is used to satisfy the transverse equilibrium equations of at each control section, this criterion is also used for the condensation of degrees of freedom from the 3D constitutive material to a beam element. In this thesis is presented the beam formulation and the constitutive relationships, different analysis and comparisons are still carrying out between the two model presented.