Probabilistic approaches in civil engineering: generation of random fields and structural identification with genetic algorithms

The inherent stochastic character of most of the physical quantities involved in engineering models has led to an always increasing interest for probabilistic analysis. Many approaches to stochastic analysis have been proposed. However, it is widely acknowledged that the only universal method available to solve accurately any kind of stochastic mechanics problem is Monte Carlo Simulation. One of the key parts in the implementation of this technique is the accurate and efficient generation of samples of the random processes and fields involved in the problem at hand. In the present thesis an original method for the simulation of homogeneous, multi-dimensional, multi-variate, non-Gaussian random fields is proposed. The algorithm has proved to be very accurate in matching both the target spectrum and the marginal probability. The computational efficiency and robustness are very good too, even when dealing with strongly non-Gaussian distributions. What is more, the resulting samples posses all the relevant, welldefined and desired properties of “translation fields”, including crossing rates and distributions of extremes. The topic of the second part of the thesis lies in the field of non-destructive parametric structural identification. Its objective is to evaluate the mechanical characteristics of constituent bars in existing truss structures, using static loads and strain measurements. In the cases of missing data and of damages that interest only a small portion of the bar, Genetic Algorithm have proved to be an effective tool to solve the problem.

«Präzise doch ungenau». Tradurre il saggio. Un approccio olistico al saggio poetico di Durs Grünbein

Il saggio, genere di confine (Grenzgänger-Textsorte) per eccellenza, la cui indefinibilità è topos, si profila tuttora come terra incognita nell’àmbito delle scienze della traduzione. La presente ricerca mira a enucleare un modello traduttologico olistico per la traduzione del saggio. In feconda alternativa alla dicotomia approccio ermeneutico-letterario vs. approccio linguistico, la prospettiva teorico-metodologica del lavoro integra linee di ricerca filologico-letterarie e linguistico-testuali. Tale sguardo multiprospettico, l’unico in grado di dar conto della complessità del genere, permette di collocare operativamente il saggio e le sue varianti testuali principali (Textsortenvarianten), dal saggio specialistico (fachlicher Essay) al saggio poetico (poetischer Essay) sul continuum delle forme testuali comprese entro le dimensioni (scientifica, pragmatica, estetica) del Denkhandeln. Dalla produttiva intersezione tra la riflessione dell’Essayforschung classica e contemporanea e le più recenti indagini linguistico-testuali sulle forme del saggismo scientifico, si perviene alla formulazione di una definitio per proprietates del saggio. Segue lo sviluppo di un modello traduttologico olistico, che tesaurizza il proprio paradigma antropologico, la riflessione filosofico-ermeneutica e le acquisizioni della linguistica testuale, articolandosi attraverso le fasi ricorsive e interagenti di ricezione olistica, analisi poetico-ermeneutica e retorico-stilistica, progettazione linguistico-cognitiva, formulazione e revisione. L’approccio olistico così delinatosi viene quindi vagliato nella sua proficuità in sede applicativa. Funge da banco di prova un vero e proprio “caso limite” per complessità e qualità letteraria, ovvero il «poetischer Essay» del poeta, saggista e traduttore Durs Grünbein, una delle voci più acclamate nel panorama contemporaneo. La sezione pratica presenta infine l’inedita traduzione italiana dei saggi grünbeiniani Den Körper zerbrechen e Die Bars von Atlantis.

The effect of two-dimensional squat elements on the seismic behavior of building structures

This thesis reports a study on the seismic response of two-dimensional squat elements and their effect on the behavior of building structures. Part A is devoted to the study of unreinforced masonry infills, while part B is focused on reinforced concrete sandwich walls. Part A begins with a comprehensive review of modelling techniques and code provisions for infilled frame structures. Then state-of-the practice techniques are applied for a real case to test the ability of actual modeling techniques to reproduce observed behaviors. The first developments towards a seismic-resistant masonry infill system are presented. Preliminary design recommendations for the seismic design of the seismic-resistant masonry infill are finally provided. Part B is focused on the seismic behavior of a specific reinforced concrete sandwich panel system. First, the results of in-plane psuudostatic cyclic tests are described. Refinements to the conventional modified compression field theory are introduced in order to better simulate the monotonic envelope of the cyclic response. The refinements deal with the constitutive model for the shotcrete in tension and the embedded bars. Then the hysteretic response of the panels is studied according to a continuum damage model. Damage state limits are identified. Design recommendations for the seismic design of the studied reinforced concrete sandwich walls are finally provided.