Boundary condition identification of a bridge pier using experimental data and FEM modal updating

Over the past twenty years, new technologies have required an increasing use of mathematical models in order to understand better the structural behavior: finite element method is the one mostly used. However, the reliability of this method applied to different situations has to be tried each time. Since it is not possible to completely model the reality, different hypothesis must be done: these are the main problems of FE modeling. The following work deals with this problem and tries to figure out a way to identify some of the unknown main parameters of a structure. This main research focuses on a particular path of study and development, but the same concepts can be applied to other objects of research. The main purpose of this work is the identification of unknown boundary conditions of a bridge pier using the data acquired experimentally with field tests and a FEM modal updating process. This work doesn’t want to be new, neither innovative. A lot of work has been done during the past years on this main problem and many solutions have been shown and published. This thesis just want to rework some of the main aspects of the structural optimization process, using a real structure as fitting model.

Progetto di un convertitore full-bridge phase-shifted isolato a commutazione risonante

L'evoluzione della tecnologia allo stato solido e il fiorire di nuove applicazioni determinano una forte spinta verso la miniaturizzazione dei convertitori elettronici di potenza. Questa riduzione di pesi ed ingombri è particolarmente sentita anche in quei convertitori di media potenza che necessitano di un trasformatore d'isolamento. In quest'ambito assume importante rilievo l'utilizzo di una architettura circuitale a ponte intero e di tecniche in grado di spingere la frequenza di commutazione il più in alto possibile. Questa tesi si propone quindi di studiare a fondo il funzionamento dei convertitori DC/DC isolati di tipo Full-Bridge e pilotati con la tecnica di modulazione Phase-Shifted che ben si presta all'impiego di commutazioni risonanti del tipo Zero-Voltage-Switching. L'analisi teorica sarà corroborata da simulazioni condotte su LTspice e sarà orientata all'individuazione di una metodologia di progetto generale per questo tipo di convertitori. Al fine di formalizzare meglio il progetto si è individuata una possibile applicazione nell'alimentazione di un DC-bus per telecomunicazioni (48 Volt DC sostenuti da batterie) a partire da una fonte di energia fotovoltaica quale una stringa di pannelli operanti con tensioni variabili da 120 a 180 Volt DC. Per questo particolare tipo di applicazione in discesa può avere senso l'impiego di un rettificatore del tipo a duplicazione di corrente, che quindi si provvederà a studiare e ad implementare a secondario del trasformatore d'isolamento. Infine particolare cura sarà dedicata alla parte di controllo che si ha intenzione di integrare all'interno di LTspice così da riuscire a simulare il comportamento dinamico del convertitore e verificare quanto predetto in via teorica mediante l'impiego della procedura che utilizza il K-Factor per la realizzazione della rete compensatrice.

Structural failures due to lack of bracing

The goal of the research is to provide an overview of those factors that play a major role in structural failures and also to focus on the importance that bracing has in construction accidents. A temporary bracing system is important to construction safety, yet it is often neglected. Structural collapses often occur due to the insufficient support of loads that are applied at the time of failure. The structural load is usually analyzed by conceiving the whole structure as a completed entity, and there is frequently a lack of design or proper implementation of systems that can provide stability during construction. Often, the specific provisions and requirements of temporary bracing systems are left to the workers on the job site that may not have the qualifications or expertise for proper execution. To effectively see if bracing design should get more attention in codes and standards, failures which could have been avoided with the presence and/or the correct design of a bracing system were searched and selected among a variety of cases existing in the engineering literature. Eleven major cases were found, which span in a time frame of almost 70 years, clearly showing that the topic should get more attention. The case studies are presented in chronological order and in a systematic way. The failed structure is described in its design components and the sequence of failure is reconstructed. Then, the causes and failure mechanism are presented. Advice on how to avoid similar failures from happening again and hypothetic solutions which could have prevented the collapses are identified. The findings shows that insufficient or nonexistent bracing mainly results from human negligence or miscalculation of the load analysis and show that time has come to fully acknowledge that temporary structures should be more accounted for in design and not left to contractors' means and methods of construction.