Effect of infill panels on the seismic response of a typical R.C. frame

Three structural typologies has been evaluated based on the nonlinear dynamic analysis (i.e. Newmark's methods for MDFs: average acceleration method with Modified Newton-Raphson iteration). Those structural typologies differ each other only for the infills presence and placement. In particular, with the term BARE FRAME: the model of the structure has two identical frames, arranged in parallel. This model constitutes the base for the generation of the other two typologies, through the addition of non-bearing walls. Whereas with the term INFILLED FRAME: the model is achieved by adding twelve infill panels, all placed in the same frame. Finally with the term PILOTIS: the model has been generated to represent structures where the first floor has no walls. Therefore the infills are positioned in only one frame in its three upper floors. All three models have been subjected to ten accelerograms using the software DRAIN 2000.

Second law analysis and simulation techniques for the energy optimization of buildings

The research activity described in this thesis is focused mainly on the study of finite-element techniques applied to thermo-fluid dynamic problems of plant components and on the study of dynamic simulation techniques applied to integrated building design in order to enhance the energy performance of the building. The first part of this doctorate thesis is a broad dissertation on second law analysis of thermodynamic processes with the purpose of including the issue of the energy efficiency of buildings within a wider cultural context which is usually not considered by professionals in the energy sector. In particular, the first chapter includes, a rigorous scheme for the deduction of the expressions for molar exergy and molar flow exergy of pure chemical fuels. The study shows that molar exergy and molar flow exergy coincide when the temperature and pressure of the fuel are equal to those of the environment in which the combustion reaction takes place. A simple method to determine the Gibbs free energy for non-standard values of the temperature and pressure of the environment is then clarified. For hydrogen, carbon dioxide, and several hydrocarbons, the dependence of the molar exergy on the temperature and relative humidity of the environment is reported, together with an evaluation of molar exergy and molar flow exergy when the temperature and pressure of the fuel are different from those of the environment. As an application of second law analysis, a comparison of the thermodynamic efficiency of a condensing boiler and of a heat pump is also reported. The second chapter presents a study of borehole heat exchangers, that is, a polyethylene piping network buried in the soil which allows a ground-coupled heat pump to exchange heat with the ground. After a brief overview of low-enthalpy geothermal plants, an apparatus designed and assembled by the author to carry out thermal response tests is presented. Data obtained by means of in situ thermal response tests are reported and evaluated by means of a finite-element simulation method, implemented through the software package COMSOL Multyphysics. The simulation method allows the determination of the precise value of the effective thermal properties of the ground and of the grout, which are essential for the design of borehole heat exchangers. In addition to the study of a single plant component, namely the borehole heat exchanger, in the third chapter is presented a thorough process for the plant design of a zero carbon building complex. The plant is composed of: 1) a ground-coupled heat pump system for space heating and cooling, with electricity supplied by photovoltaic solar collectors; 2) air dehumidifiers; 3) thermal solar collectors to match 70% of domestic hot water energy use, and a wood pellet boiler for the remaining domestic hot water energy use and for exceptional winter peaks. This chapter includes the design methodology adopted: 1) dynamic simulation of the building complex with the software package TRNSYS for evaluating the energy requirements of the building complex; 2) ground-coupled heat pumps modelled by means of TRNSYS; and 3) evaluation of the total length of the borehole heat exchanger by an iterative method developed by the author. An economic feasibility and an exergy analysis of the proposed plant, compared with two other plants, are reported. The exergy analysis was performed by considering the embodied energy of the components of each plant and the exergy loss during the functioning of the plants.

Frame-driven Extraction of Linked Data and Ontologies from Text

Ontology design and population -core aspects of semantic technologies- re- cently have become fields of great interest due to the increasing need of domain-specific knowledge bases that can boost the use of Semantic Web. For building such knowledge resources, the state of the art tools for ontology design require a lot of human work. Producing meaningful schemas and populating them with domain-specific data is in fact a very difficult and time-consuming task. Even more if the task consists in modelling knowledge at a web scale. The primary aim of this work is to investigate a novel and flexible method- ology for automatically learning ontology from textual data, lightening the human workload required for conceptualizing domain-specific knowledge and populating an extracted schema with real data, speeding up the whole ontology production process. Here computational linguistics plays a fundamental role, from automati- cally identifying facts from natural language and extracting frame of relations among recognized entities, to producing linked data with which extending existing knowledge bases or creating new ones. In the state of the art, automatic ontology learning systems are mainly based on plain-pipelined linguistics classifiers performing tasks such as Named Entity recognition, Entity resolution, Taxonomy and Relation extraction [11]. These approaches present some weaknesses, specially in capturing struc- tures through which the meaning of complex concepts is expressed [24]. Humans, in fact, tend to organize knowledge in well-defined patterns, which include participant entities and meaningful relations linking entities with each other. In literature, these structures have been called Semantic Frames by Fill- 6 Introduction more [20], or more recently as Knowledge Patterns [23]. Some NLP studies has recently shown the possibility of performing more accurate deep parsing with the ability of logically understanding the structure of discourse [7]. In this work, some of these technologies have been investigated and em- ployed to produce accurate ontology schemas. The long-term goal is to collect large amounts of semantically structured information from the web of crowds, through an automated process, in order to identify and investigate the cognitive patterns used by human to organize their knowledge.

Simulative Investigation on the Electronic, Vibrational and Optical Properties of the Ge2Sb2Te5 Chalcogenide

Chalcogenides are chemical compounds with at least one of the following three chemical elements: Sulfur (S), Selenium (Sn), and Tellurium (Te). As opposed to other materials, chalcogenide atomic arrangement can quickly and reversibly inter-change between crystalline, amorphous and liquid phases. Therefore they are also called phase change materials. As a results, chalcogenide thermal, optical, structural, electronic, electrical properties change pronouncedly and significantly with the phase they are in, leading to a host of different applications in different areas. The noticeable optical reflectivity difference between crystalline and amorphous phases has allowed optical storage devices to be made. Their very high thermal conductivity and heat fusion provided remarkable benefits in the frame of thermal energy storage for heating and cooling in residential and commercial buildings. The outstanding resistivity difference between crystalline and amorphous phases led to a significant improvement of solid state storage devices from the power consumption to the re-writability to say nothing of the shrinkability. This work focuses on a better understanding from a simulative stand point of the electronic, vibrational and optical properties for the crystalline phases (hexagonal and faced-centered cubic). The electronic properties are calculated implementing the density functional theory combined with pseudo-potentials, plane waves and the local density approximation. The phonon properties are computed using the density functional perturbation theory. The phonon dispersion and spectrum are calculated using the density functional perturbation theory. As it relates to the optical constants, the real part dielectric function is calculated through the Drude-Lorentz expression. The imaginary part results from the real part through the Kramers-Kronig transformation. The refractive index, the extinctive and absorption coefficients are analytically calculated from the dielectric function. The transmission and reflection coefficients are calculated using the Fresnel equations. All calculated optical constants compare well the experimental ones.

Preliminary studies for the establishment of a tsunami early detection algorithm to be used in the frame of a Tsunami Warning System

This thesis presents and discusses TEDA, an algorithm for the automatic detection in real-time of tsunamis and large amplitude waves on sea level records. TEDA has been developed in the frame of the Tsunami Research Team of the University of Bologna for coastal tide gauges and it has been calibrated and tested for the tide gauge station of Adak Island, in Alaska. A preliminary study to apply TEDA to offshore buoys in the Pacific Ocean is also presented.

Stone architecture in Carso plateau. Settlement patterns and construction techniques of historic buildings

The use of stone and its types of processing have been very important in the vernacular architecture of the cross-border Carso. In Carso this represents an important legacy of centuries and has a uniform typological characteristic to a great extent. The stone was the main constituent of the local architecture, setting and shaping the human environment, incorporating the history of places through their specific symbolic and constructive language. The primary aim of this research is the recognition of the constructive rules and the values embedded in the Carso rural architecture by use and processing of stone. Central to this investigation is the typological reading, aimed to analyze the constructive language expressed by this legacy, through the analysis of the relationship between type, technique and material.

Seismic performance of rooftop cooling towers in buildings

Negli ultimi anni la ricerca ha fatto grandi passi avanti riguardo ai metodi di progetto e realizzazione delle strutture portanti degli edifici, a tal punto da renderle fortemente sicure sotto tutti i punti di vista. La nuova frontiera della ricerca sta quindi virando su aspetti che non erano mai stati in primo piano finora: gli elementi non-strutturali. Considerati fino ad oggi semplicemente carico accessorio, ci si rende sempre più conto della loro capacità di influire sui comportamenti delle strutture e sulla sicurezza di chi le occupa. Da qui nasce l’esigenza di questo grande progetto chiamato BNCs (Building Non-structural Component System), ideato dall’Università della California - San Diego e sponsorizzato dalle maggiori industrie impegnate nel campo delle costruzioni. Questo progetto, a cui ho preso parte, ha effettuato test su tavola vibrante di un edificio di cinque piani in scala reale, completamente arredato ed allestito dei più svariati elementi non-strutturali. Lo scopo della tesi in questione, ovviamente, riguarda l’identificazione strutturale e la verifica della sicurezza di uno di questi elementi non-strutturali: precisamente la torre di raffreddamento posta sul tetto dell’edificio (del peso di circa 3 tonnellate). Partendo da una verifica delle regole e calcoli di progetto, si è passato ad una fase di test sismici ed ispezioni post-test della torre stessa, infine tramite l’analisi dei dati raccolti durante i test e si è arrivati alla stesura di conclusioni.

Micro-simulation models at neighbourhood scale: the interplay of agents, buildings, activities and transport.

Urban systems consist of several interlinked sub-systems - social, economic, institutional and environmental – each representing a complex system of its own and affecting all the others at various structural and functional levels. An urban system is represented by a number of “human” agents, such as individuals and households, and “non-human” agents, such as buildings, establishments, transports, vehicles and infrastructures. These two categories of agents interact among them and simultaneously produce impact on the system they interact with. Try to understand the type of interactions, their spatial and temporal localisation to allow a very detailed simulation trough models, turn out to be a great effort and is the topic this research deals with. An analysis of urban system complexity is here presented and a state of the art review about the field of urban models is provided. Finally, six international models - MATSim, MobiSim, ANTONIN, TRANSIMS, UrbanSim, ILUTE - are illustrated and then compared.

Mechanical behaviour of composite spandrels in unreinforced masonry buildings

La presente tesi tratta il comportamento meccanico delle fasce di piano in muratura composite. Con tale termine ci si riferisce alle fasce di piano che hanno al di sotto un elemento portante in conglomerato cementizio armato, come ad esempio cordoli o solai. Assieme ai maschi murari, le fasce di piano costituiscono gli elementi portanti di una parete in muratura. Tuttavia, in caso di analisi sismica di un edificio in muratura, l’effetto fornito da tali elementi è trascurato e si considera solamente il contributo dei maschi murari. Ciò è dovuto anche alla scarsa conoscenza che ancora oggi si possiede sul loro comportamento meccanico. Per questo motivo diversi gruppi di ricerca tutt’ora sono impegnati in tale studio. In particolare, il lavoro di questa tesi, s’inserisce nel più ampio progetto di ricerca condotto dalla professoressa Katrin Beyer, direttrice del Laboratorio di Ingegneria Sismica e Dinamica Strutturale del Politecnico di Losanna (Svizzera).

Servizi di posizionamento e potenzialità degli atti di aggiornamento cartografico in coordinate assolute ETRF2000

Il contesto nazionale è cambiato recentemente per l’introduzione del nuovo Sistema Geodetico coincidente con quello Europeo (ETRS89, frame ETRF00) e realizzato dalle stazioni della Rete Dinamica Nazionale. Sistema geodetico, associato al cartografico UTM_ETRF00, divenuto per decreto obbligatorio nelle Pubbliche Amministrazioni. Questo cambiamento ha consentito di ottenere rilevamenti dei dati cartografici in coordinate assolute ETRF00 molto più accurate. Quando i dati così rilevati vengono utilizzati per aggiornamenti cartografici perdono le coordinate originarie e vengono adattati a particolari cartografici circostanti. Per progettare una modernizzazione delle mappe catastali e delle carte tecniche finalizzata a consentire l’introduzione degli aggiornamenti senza modificarne le coordinate assolute originarie, lo studio è iniziato valutando come utilizzare sviluppi di strutturazione dei dati topografici presenti nel Database Geotopografico, modellizzazioni 3D di fabbricati nelle esperienze catastali INSPIRE, integrazioni in ambito MUDE tra progetti edilizi e loro realizzazioni. Lo studio è proseguito valutando i servizi di posizionamento in tempo reale NRTK presenti in Italia. Inoltre sono state effettuate sperimentazioni per verificare anche in sede locale la precisione e l’affidabilità dei servizi di posizionamento presenti. La criticità della cartografia catastale deriva sostanzialmente dal due fatti: che originariamente fu inquadrata in 850 Sistemi e successivamente fu trasformata in Roma40 con una esigua densità di punti rimisurati; che fino al 1988 fu aggiornata con modalità non rigorose di bassa qualità. Per risolvere tali criticità si è quindi ipotizzato di sfruttare le modalità di rilevamento NRTK per aumentare localmente la densità dei punti rimisurati e reinquadrare le mappe catastali. Il test, realizzato a Bologna, ha comportato un’analisi preliminare per individuare quali Punti Fiduciali considerare coerenti con le specifiche cartografiche per poi utilizzarli e aumentare localmente la densità dei punti rimisurati. La sperimentazione ha consentito la realizzazione del progetto e di inserire quindi i prossimi aggiornamenti senza modificarne le coordinate ETRF00 ottenute dal servizio di posizionamento.

Ultra-Low Power and Non-intrusive Wireless Monitoring for Smart Buildings

Wireless Sensor Networks (WSNs) offer a new solution for distributed monitoring, processing and communication. First of all, the stringent energy constraints to which sensing nodes are typically subjected. WSNs are often battery powered and placed where it is not possible to recharge or replace batteries. Energy can be harvested from the external environment but it is a limited resource that must be used efficiently. Energy efficiency is a key requirement for a credible WSNs design. From the power source's perspective, aggressive energy management techniques remain the most effective way to prolong the lifetime of a WSN. A new adaptive algorithm will be presented, which minimizes the consumption of wireless sensor nodes in sleep mode, when the power source has to be regulated using DC-DC converters. Another important aspect addressed is the time synchronisation in WSNs. WSNs are used for real-world applications where physical time plays an important role. An innovative low-overhead synchronisation approach will be presented, based on a Temperature Compensation Algorithm (TCA). The last aspect addressed is related to self-powered WSNs with Energy Harvesting (EH) solutions. Wireless sensor nodes with EH require some form of energy storage, which enables systems to continue operating during periods of insufficient environmental energy. However, the size of the energy storage strongly restricts the use of WSNs with EH in real-world applications. A new approach will be presented, which enables computation to be sustained during intermittent power supply. The discussed approaches will be used for real-world WSN applications. The first presented scenario is related to the experience gathered during an European Project (3ENCULT Project), regarding the design and implementation of an innovative network for monitoring heritage buildings. The second scenario is related to the experience with Telecom Italia, regarding the design of smart energy meters for monitoring the usage of household's appliances.

Edilizia sociale e prestazioni energetiche in un caso di studio a queimados all'interno del programa minha casa, minha vida: Analisi e proposte di miglioramento

Social Housing and energy performance in a study case in Queimados within the Programa Minha Casa Minha Vida: analysis and proposals for improvement. The thesis in based on a personal experience lived in Brazil, working with a firm that deals with the construction of housing, for the population with incomes between 1.600 R$ and 3.100 R$ per month, in the Programa Minha Casa Minha Vida. Thanks to the construction site and contact with the local people, it was possible to attend to the construction phases and to understand the pros and cons of this Program. Working with the company made also possible to know the costs of the construction and to see that they reached the limit budget imposed by the Program (160.000 R$). Between the critical aspects of the program there is the fact that it doesn’t deal with the energy consumptions of buildings. For that reason it was interesting to calculate the energy requirements for cooling- using the software EnergyPlus and Legacy Opens Studio plug-in for Google Sketchup- and, later, to try to propose ideas for improving performances and reduce energy consumption introducing: increase in the wall mass, frame windows and patio doors, exterior blinds, wall shading on the west side. From the analysis of these simulations, considering the decrease of energy requirements for cooling, the decrease of operative and mean radiant temperatures and costs, the most convenient proposal was the exterior curtain. As all these assumptions were too expensive for the program it was analyzed how the behavior of the inhabitants influence energy consumption. Thinking of an intelligent ventilation –opening windows while the outside temperature is lower than the inside one- the reduction of energy requirements is about 27%. These result is really important, if you consider that it is obtained without spending more money.

Arnt van Tricht : Werkkatalog eines Bildhauers am Niederrhein im 16. Jahrhundert

Arnt van Tricht, gest. 1570, unterhielt bis in die späten 50er Jahre des 16. Jahrhunderts, wahrschein-lich aus Antwerpen kommend, in Kalkar am Niederrhein eine sehr erfolgreiche Werkstatt. Die bis dahin vorherrschende spätgotische Formensprache der langjährig ansässigen Bildhauer löste er durch die der Renaissance ab, führte jedoch deren Arbeitsfelder und Materialwahl weiter. Arnt van Tricht schuf Arbeiten sowohl religiöser als auch profaner Natur innerhalb des Gebiets der damals sehr bedeutenden Vereinigten Herzogtümer Kleve-Mark-Jülich-Berg und Geldern. Seine wohlhabenden Auftraggeber entstammten dem Klerus, der Bürgerschaft und dem Adel.rnIm Rahmen der Arbeit zeigte sich, dass sich für den Künstler die Verlegung der herzoglichen Residenz nach Düsseldorf und der wirtschaftliche Niedergang der Region letztlich stärker auswirkte als die religiösen Veränderungen durch die Reformation.rnArnt van Tricht schuf die meisten seiner religiösen Bildwerke für die Stiftskirche St. Viktor in Xanten, die durch die Bürgerschaft ausgestattete Pfarrkirche von St. Nicolai in Kalkar und umliegende Gemeinden. Einzelne Stücke sind, wohl über familiäre Verflechtungen vermittelt, in einem weiteren Radius zu finden. Van Tricht arbeitete Schnitzretabel mitsamt ihrer ornamentalen und figuralen Aus-stattung sowie Skulpturen(-gruppen) in Eichenholz. Daneben finden sich im Werk zahlreiche in Sandstein gearbeitete Skulpturen, die teilweise an Pfeilern und Portalen der Kirchen architektur-gebunden sind. Neben diesen rundplastischen Werken schuf Arnt van Tricht eine große Anzahl an steinernen Reliefarbeiten. Hierbei nehmen die überwiegend für die lokalen Kanoniker gearbeiteten Epitaphien mit biblischem Reliefbild in Ornamentrahmen den größten Teil ein.rnEin zweiter, gleichwertiger Werkkomplex, überwiegend in Sandstein gearbeitet, ist profaner Natur und fällt durch die Größe der Aufträge ins Gewicht. Arnt van Tricht war an einigen groß angelegten Modernisierungsprojekten an Stadthäusern und Kastellen des lokalen Adels beschäftigt. Für mehrere aufwendig gestaltete Fassadendekorationen arbeitete er Architekturglieder mit figürlicher Darstellung oder Ornament, Büsten und freiplastische Skulpturen. Arnt van Tricht war aber auch an der Aus-gestaltung der Innenräume beteiligt. Aufwendig skulptierte und reliefverzierte Kaminverkleidungen stehen dabei neben reduzierteren Arbeiten für offensichtlich weniger repräsentative Räume. Neben in Eichenholz gearbeiteter Vertäfelung schuf Arnt van Tricht hölzerne figurale Handtuchhalter. Diese zeigen, wie auch die Reliefbilder der Kamine, die darüber hinaus Wappen und Porträts der Bauherren aufnehmen, eine religiöse oder profane, auch antikisierende Thematik, bei der ein moralisierender Unterton mitschwingt.rnIn dieser Arbeit werden erstmals alle Werkstücke des Künstlers zusammengeführt dargestellt, so dass ein Werkkatalog mit einem Überblick über das sehr breit gefächerte Spektrum des Opus Arnt van Trichts vorliegt. Häufig durch bloße Nennung mit Arnt van Tricht in Verbindung gebrachte Arbeiten werden bewertet und die Zu- oder Abschreibung begründet. Auch können einige Stücke neu zugeschrieben werden.

A comparative analysis of seismic design strategies for R.C. frame structures

Negli ultimi anni sono state sviluppate varie soluzioni tecniche per la progettazione sismica di strutture. Questa ricerca sviluppa un metodo di confronto basato sull'analisi di costi di costruzione e danni causati dal sisma. Il metodo viene applicato al caso di studio della scuola di Bisignano (CO, Italia). L'edificio è stato progettato conformemente alle NTC 2008 con approccio tradizionale e combinando il contributo di dissipatori viscosi e dissipazione isteretica. Le strutture vengono poi analizzate sotto diverse condizioni sismiche al fine di calcolare i costi di riparazione attesi e comprendere quale soluzione tecnica risulti più economicamente vantaggiosa a parità di azione sismica di progetto.

Dynamic characterisation of four nine-story large-panel R.C. buildings in Bishkek (Kyrgyzstan): A comparison between experimental ambient vibration analysis and numerical finite element modeling

With the outlook of improving seismic vulnerability assessment for the city of Bishkek (Kyrgyzstan), the global dynamic behaviour of four nine-storey r.c. large-panel buildings in elastic regime is studied. The four buildings were built during the Soviet era within a serial production system. Since they all belong to the same series, they have very similar geometries both in plan and in height. Firstly, ambient vibration measurements are performed in the four buildings. The data analysis composed of discrete Fourier transform, modal analysis (frequency domain decomposition) and deconvolution interferometry, yields the modal characteristics and an estimate of the linear impulse response function for the structures of the four buildings. Then, finite element models are set up for all four buildings and the results of the numerical modal analysis are compared with the experimental ones. The numerical models are finally calibrated considering the first three global modes and their results match the experimental ones with an error of less then 20%.