Valutazione dell'efficacia delle procedure di Pushover convenzionali, modali ed adattive applicate a telai piani in c.a. regolari ed irregolari in elevazione.

The research performed during the PhD and presented in this thesis, allowed to make judgments on pushover analysis method about its application in evaluating the correct structural seismic response. In this sense, the extensive critical review of existing pushover procedures (illustrated in chapter 1) outlined their major issues related to assumptions and to hypothesis made in the application of the method. Therefore, with the purpose of evaluate the effectiveness of pushover procedures, a wide numerical investigation have been performed. In particular the attention has been focused on the structural irregularity on elevation, on the choice of the load vector and on its updating criteria. In the study eight pushover procedures have been considered, of which four are conventional type, one is multi-modal, and three are adaptive. The evaluation of their effectiveness in the identification of the correct dynamic structural response, has been done by performing several dynamic and static non-linear analysis on eight RC frames, characterized by different proprieties in terms of regularity in elevation. The comparisons of static and dynamic results have then permitted to evaluate the examined pushover procedures and to identify the expected margin of error by using each of them. Both on base shear-top displacement curves and on considered storey parameters, the best agreement with the dynamic response has been noticed on Multi-Modal Pushover procedure. Therefore the attention has been focused on Displacement-based Adative Pushover, coming to define for it an improvement strategy, and on modal combination rules, advancing an innovative method based on a quadratic combination of the modal shapes (QMC). This latter has been implemented in a conventional pushover procedure, whose results have been compared with those obtained by other multi-modal procedures. The development of research on pushover analysis is very important because the objective is to come to the definition of a simple, effective and reliable analysis method, indispensable tool in the seismic evaluation of new or existing structures.

The potential of the 3-UPU translational parallel manipulator and a procedure to select the best architecture

The 3-UPU three degrees of freedom fully parallel manipulator, where U and P are for universal and prismatic pair respectively, is a very well known manipulator that can provide the platform with three degrees of freedom of pure translation, pure rotation or mixed translation and rotation with respect to the base, according to the relative directions of the revolute pair axes (each universal pair comprises two revolute pairs with intersecting and perpendicular axes). In particular, pure translational parallel 3-UPU manipulators (3-UPU TPMs) received great attention. Many studies have been reported in the literature on singularities, workspace, and joint clearance influence on the platform accuracy of this manipulator. However, much work has still to be done to reveal all the features this topology can offer to the designer when different architecture, i.e. different geometry are considered. Therefore, this dissertation will focus on this type of the 3-UPU manipulators. The first part of the dissertation presents six new architectures of the 3-UPU TPMs which offer interesting features to the designer. In the second part, a procedure is presented which is based on some indexes, in order to allows the designer to select the best architecture of the 3-UPU TPMs for a given task. Four indexes are proposed as stiffness, clearance, singularity and size of the manipulator in order to apply the procedure.

Piattaforma off-shore : progettazione delle procedure di movement e lifting relative al lower level deck section 1 e section 2

Progettazione delle procedure necessarie alla realizzazione di piattaforme off-shore, grandi e complesse strutture intelaiate di pilastri, diagonali, travi primarie e travi secondarie, progettate per insediarsi in ambiente marino ed idonee ad ospitare impianti per l'estrazione di idrocarburi. Durante la fase di progettazione si procede con l'ideare la struttura della piattaforma fino a definire le caratteristiche di ogni componente: tale fase ha come esito la redazione dei project drawings (disegni di progetto). La fase di realizzazione è quella che interessa propriamente il lavoro svolto: a seguito della progettazione infatti emergono nuove problematiche a livello applicativo e costruttivo che necessitano di essere studiate e risolte preventivamente alla costruzione fisica dell'opera. In particolar modo è necessario definire quali parti della struttura possono essere acquistate e quali invece devono essere realizzate su misura. Definite le modalità costruttive, viene effettuato lo studio riguardante la movimentazione dei vari piani della piattaforma, movement, e successivamente le problematiche relative al sollevamento degli stessi, lifting. Le due procedure necessitano di raffinate valutazioni euristiche ed analitiche per garantire che la struttura non collassi.

A novel map-matching procedure for low-sampling GPS data with applications to traffic flow analysis

An extensive sample (2%) of private vehicles in Italy are equipped with a GPS device that periodically measures their position and dynamical state for insurance purposes. Having access to this type of data allows to develop theoretical and practical applications of great interest: the real-time reconstruction of traffic state in a certain region, the development of accurate models of vehicle dynamics, the study of the cognitive dynamics of drivers. In order for these applications to be possible, we first need to develop the ability to reconstruct the paths taken by vehicles on the road network from the raw GPS data. In fact, these data are affected by positioning errors and they are often very distanced from each other (~2 Km). For these reasons, the task of path identification is not straightforward. This thesis describes the approach we followed to reliably identify vehicle paths from this kind of low-sampling data. The problem of matching data with roads is solved with a bayesian approach of maximum likelihood. While the identification of the path taken between two consecutive GPS measures is performed with a specifically developed optimal routing algorithm, based on A* algorithm. The procedure was applied on an off-line urban data sample and proved to be robust and accurate. Future developments will extend the procedure to real-time execution and nation-wide coverage.

Oltre il limite invalicabile. Procedure, piani, progetti sostenibili per le aree militari dismissibili di Piacenza

The research project concerns the restoration of military real estate, starting from the procedures in progress in Italy related to dismission, with particular emphasis for Piacenza and the case study of Caserme Bixio and Nicolai (Comparto Nord/San Sisto-Cittadella). The work is aimed at defining the relationship between urban planning and rehabilitation of dismissed military areas, in order to create a synergic effort capable to face the transformation of these sites and their integration into the urban tissue. The results obtained from the various recordings performed in Italy and in USA during the preparation of this thesis may help to find a new possible scenario for the Comparto Nord and its historic buildings.