Although performance based assessment procedures are mainly developed for reinforced concrete and steel buildings, URM buildings occupy significant portion of building stock in earthquake prone areas of the world as well as in Turkey. Variability of material properties, non-engineered nature of the construction and difficulties in structural analysis of perforated walls make analysis of URM buildings challenging. Despite sophisticated finite element models satisfy the modeling requirements, extensive experimental data for definition of material behavior and high computational resources are needed. Recently, nonlinear equivalent frame models which are developed assigning lumped plastic hinges to isotropic and homogenous equivalent frame elements are used for nonlinear modeling of URM buildings. The work presented in this thesis is about performance assessment of unreinforced brick masonry buildings in Turkey through nonlinear equivalent frame modeling technique. Reliability of the proposed model is tested with a reversed cyclic experiment conducted on a full scale, two-story URM building at the University of Pavia and a dynamic shake table test on a half scale, two story URM building at the Ismes Laboratory at Bergamo. Good agreement between numerical and experimental results is found. Finally, pushover and nonlinear time history analyses of three unreinforced brick masonry buildings which are damaged in 1995 earthquake of Dinar is conducted using the proposed three dimensional nonlinear equivalent model. After displacement demands of the buildings are determined utilizing Turkish Earthquake Code 2007, performance based assessment of the buildings are done.

The thesis seeks to reveal, through the use of numerous case studies, the timekeeping processes that helped to make New Zealand. Whilst the period under review covers primarily the period 1840 to 1868 there is also a discussion of the emergence of clock time in thirteenth century Britain and Europe and its development through to the late nineteenth century. This is because the settlers‟ apprehension of time and their use of clocks and watches had evolved over the preceding centuries. The importance of reliable time was recognised by the Church from the medieval period but as ownership of public and private clocks proliferated the decentralisation of clock time commenced. Clock time commanded the lives of people and imprinted itself through the inculcation of such notions as punctuality and productivity. Better clocks brought a new emphasis to workplace efficiency underpinning the belief that time was money and facilitated the efficient coordination of Land, Labour and Capital. The discovery of New Zealand required timekeeping at sea. The achievements of James Cook, underpinned by improved chronometers, facilitated the large-scale British colonisation of New Zealand and seldom brought respite from the rule of time. Once on land, the settlers looked to establish a temporal order similar to Britain. The challenge to establish and disseminate the „true‟ local time within communities led to the setting up of observatories and the use of public clocks, time ball stations, bells and guns to signal clock time. The myriad of local times was not a problem at first but once the telegraph began to link communities they hindered its optimal efficiency. This led to the introduction of „telegraph time‟ in early 1868, dual time systems in communities using the telegraph, and public debate. Whilst most provinces accepted the new clock time, Otago saw it as an affront to their community‟s autonomy and identity. The province challenged the imposition of telegraph time, instigated a Parliamentary debate, and argued for the introduction of a common New Zealand time. Parliament‟s 1868 decision was a triumph for convenience and economic rationality over tradition and local identity. New Zealand was the first country entirely to abandon local times and regulate its time in relation to Greenwich mean time.

There is a great amount of building stock built in earthquake regions where earthquakes frequently occur. It is very probable that such buildings experience earthquakes more than once throughout their economic life. The motivation of this thesis arose from the lack of procedures to determine the change in building capacity as a result of prior earthquake damage. This study focuses on establishing a method that can be employed to determine the loss in the building capacity after experiencing an earthquake. In order to achieve this goal a number of frames were analyzed under several randomly selected earthquakes. Nonlinear time-history analyses and nonlinear static analyses were conducted to assess the prior and subsequent capacities of the frames under consideration. The structural analysis programs DRAIN-2DX and SAP2000 were employed for this purpose. The capacity curves obtained by these methods were investigated to propose a procedure by which the capacity of previously damaged structures can be determined. For time-history analyses the prior earthquake damage can be taken into account by applying the ground motion histories successively to the structure under consideration. In the case of nonlinear static analyses this was achieved by modifying the elements of the damaged structure in relation to the plastic deformation they experience. Finally a simple approximate procedure was developed using the regression analysis of the results. This procedure relies on the modification of the structure stiffness in proportion to the ductility demand the former earthquake imposes. The proposed procedures were applied to an existing 3D building to validate their applicability.

O presente trabalho faz uma análise do movimento do software livre, um importante movimento de conotação mundial criado para superar as barreiras impostas ao fluxo do conhecimento pela propriedade privada das idéias. O nosso foco não é a luta entre as duas formas de tecnologia de software, livre e proprietária, mas compreender melhor a dinâmica do movimento que foi criado por Richard Stallman. Assim, o objetivo é mostrar que apesar de sua globalidade, o software livre não é recebido e desenvolvido da mesma forma, ao contrário, em cada país ele é recriado a partir das práticas e concepções políticas acerca do papel da tecnologia para o desenvolvimento social e econômico. Para justificar nossa hipótese, escolhemos analisar a América Latina, um continente que enxergou no software quando livre, através de seus governantes, a ferramenta capaz de proporcionar o desenvolvimento e até a independência nacional frente aos países desenvolvidos. Como contraponto de análise, discorremos também sobre o impacto da tecnologia livre, ou melhor, de código aberto, no país ícone da sociedade informacional, os Estados Unidos, onde as empresas privadas (em especial Apple e Google) e as universidades impulsionam a criação e a inovação tecnológica. No confronto analítico entre o poder de criação estatal x privado ou livre x aberto, a junção privado/aberto foi mais incisiva na criação de um terceiro modo de produção de software, que chamamos de híbrido - meio fechado, meio aberto. Esse software híbrido parece ser o modelo que manterá os países hegemônicos na liderança da corrida tecnológica. / The present work performs an analysis of the free software movement, an important movement worldwide developed to overcome the barriers imposed to the knowledge flow by the idea private property. Our focus is not the fight between the two software technology forms, free and proprietary, but to understand in a better way the dynamic of the movement created by Richard Stallman. Thus, the purpose is to show that, despite its globality, the free software is not received and developed the same way, on the contrary, in every country it is recreated from the practices and political conceptions about the technology role for the social and economical development. In order to justify our hypothesis, we chose to analyze Latin America, a continent which saw in the free software, by means of its governors, a tool capable of providing the development and even the national independence before the developed countries. As an analysis counterpoint, we also approached the free technology impact, that is, the open source, in the informational society icon country, the United States, where the private companies (especially Apple and Google) and the universities trigger the technological development and innovation. In the analytical confrontation between the state vs. private or free x open development power, the private/open junction has been more assertive at a third software production means, which we call \"hybrid\" - half closed, half open. Such hybrid software seems to be the model which will keep the hegemonic countries in the technological race leadership.

Actualmente la población limeña no cuenta con viviendas propias y seguras; por ello, surge el auge del rubro de la construcción masiva con grandes edificaciones multifamiliares, cuya resistencia al impacto telúrico de enorme magnitud de 8 a 9 grados sigue en prueba sísmica; por ende, es muy relevante realizar la comparación del análisis del método modal espectral de la estructura (desplazamientos y aceleraciones respecto al suelo) y un análisis del método tiempo-historia donde se obtendrán las deformaciones máximas de la estructura de los edificios en este presente estudio; asimismo, evaluará la vulnerabilidad de la construcción estructural mediante acelerogramas sintéticos utilizando como espectro objetivo el espectro de peligro uniforme obtenido en el Parque de la Reserva, Cercado de Lima, por medio de un estudio peligro sísmico para un periodo de retorno de 475 años, reconociendo el comportamiento estructural ante un sismo de gran magnitud. El presente estudio titulado: Análisis de la amplificación sísmica de edificios del Cercado de Lima – Lima y La Punta – Callao por medio del análisis modal espectral y tiempo – historia mediante acelerogramas sintéticos; cuyo objetivo es realizar la comparación de dichos métodos en 4 edificios (2 de 5 niveles y 2 de 12 niveles) cuya configuración estructural es de muros de concreto armado, los cuales se estudiaran en dos distintos tipos de suelo (Cercado de Lima y La Punta) con la finalidad de obtener resultados de derivas, fuerzas, desplazamientos y aceleraciones para determinar la amplificación sísmica en los suelos mencionados, y así optar por el método de análisis más óptimo. Asimismo, el propósito del presente estudio es conocer el comportamiento de la edificación acorde con la realidad peruana; es decir edificaciones con periodos cortos; el cual evaluará la vulnerabilidad mediante acelerogramas sintéticos, reconociendo el comportamiento estructural ante una eventualidad sísmica de gran magnitud. / Currently, the population of Lima does not have their own and secure homes; For this reason, the boom in the field of massive construction emerges with large multi-family buildings, whose resistance to the telluric impact of enormous magnitude of 8 to 9 degrees continues in seismic testing; therefore, it is very relevant to make the comparison of the analysis of the spectral modal method of the structure (displacements and accelerations with respect to the ground) and an analysis of the time-history method where the maximum deformations of the structure of the buildings will be obtained in this present study. ; Likewise, it will assess the vulnerability of structural construction using synthetic accelerograms using the uniform hazard spectrum obtained in Parque de la Reserva, Cercado de Lima as the objective spectrum, through a seismic hazard study for a return period of 475 years, recognizing structural behavior in the face of a large earthquake. The present study entitled: Analysis of the seismic amplification of buildings in Cercado de Lima - Lima and La Punta - Callao by means of spectral modal analysis and time - history using synthetic accelerograms; the objective of which is to compare these methods in 4 buildings (2 of 5 levels and 2 of 12 levels) whose structural configuration is made of reinforced concrete walls, which will be studied in two different types of soil (Cercado de Lima and La Punta ) in order to obtain results of drifts, forces, displacements and accelerations to determine the seismic amplification in the mentioned soils, and thus opt for the most optimal analysis method. Likewise, the purpose of this study is to know the behavior of the building in accordance with the Peruvian reality; that is to say buildings with short periods; which will assess vulnerability using synthetic accelerograms, recognizing the structural behavior in the event of a large seismic event. / Tesis

Though still in relative infancy, the field of flapping flight has potential to have a far-reaching impact on human life. Nature presents a myriad of examples of successful uses of this locomotion. Human efforts in flapping flight have seen substantial improvement in recent times. Wing kinematics are a key aspect of this study. This study summarizes previous wing trajectory generators and presents a new trajectory generation method built upon previous methods. This includes a novel means of commanding unequal half-stroke durations subject to robotic trajectory continuity requirements. Additionally, previous optimization methods are improved upon. Experimental optimization is performed using the new trajectory generation method and a more traditional means. Methods for quantifying and compensating for sensor time-dependence are also discussed. Results show that the Polar Fourier Series trajectory generator advanced rapidly through the optimization process, especially during the initial phase of experimentation. The Modified Berman and Wang trajectory generator moved through the design space more slowly due to the increased number of kinematic parameters. When optimizing lift only, the trajectory generators produced similar results and kinematic forms. The findings suggest that the objective statement should be modified to reward efficiency while maintaining a certain amount of lift. It is expected that the difference between the capabilities of the two trajectory generators will become more apparent under such conditions.

The topic of this thesis is base isolation. The purpose of this thesis is to offer a relative understanding of the seismic performance enhancements that a typical 12-story steel office building can achieve through the implementation of base isolation technology. To reach this understanding, the structures of a fixed-base office building and a base-isolated office building of similar size and layout are designed, their seismic performance is compared, and a cost-benefit analysis is completed. The base isolation system that is utilized is composed of Triple Friction Pendulum (TFP) bearings. The work of this thesis is divided into four phases. First, in the building selection phase, the structural systems (SMF and SCBF), layout, location (San Diego, CA), and design parameters of the buildings are selected. Then, in the design phase, each structure is designed using modal response spectrum analysis in ETABS. In the analysis phase, nonlinear time history analyses at DBE and MCE levels are conducted in PERFORM-3D to obtain the related floor accelerations and interstory drifts. Finally, in the performance assessment phase, probable damage costs are computed using fragility curves and FEMA P-58 methodology in PACT. Damage costs are computed for each building and seismic demand level and the results are compared.

The aim of this thesis is to investigate a selected set of fatigue life calculation methods and evaluate if they are suitable for fatigue life estimation of truck components at Scania. Failure due to fatigue can be cause by road induced vibrations, which is an inevitable phenomenon trucks are exposed to. By estimating when and where these components will fail, they can be designed to reduce the amount of failure per vehicle. Three types of fatigue life calculation methods, namely equivalent stress methods, critical plane methods and spectral methods, have been evaluated. These are methods for calculating fatigue life in both the time domain and the frequency domain. The chosen calculation methods have been evaluated based on their sensitivity to input parameters, their accuracy on predicting fatigue life and their ability to find the critical areas where the components are most likely to fail. The methods have also been compared to a method already implemented at Scania. To evaluate the methods, two different components were used. The first component was designed to give a multiaxial stress state and the other was a real truck component where fatigue data had been collected from a shake rig test at Scania. It was found that all investigated methods were successful in finding critical areas where failure will occur. However, the resulting estimated fatigue life had a very low accuracy. To draw any conclusions about the accuracy of the fatigue life estimations, a model that better reflects the dynamics of the real truck component is needed. Therefore, the conclusion is that the chosen methods can be used for finding critical areas in a component but not to determine the absolute time to failure for the model used. However, the method already implemented at Scania was equally successful in finding the critical areas and it has a much shorter computational time than the methods in the time domain. Since it is already implemented and used, the Scania method is recommended for the purpose of finding the critical areas of a component. A sensitivity study was conducted in order to investigate the influence of a variation of material parameters on the fatigue life calculated with the different methods. This study showed that the SN-curve parameters are important for the resulting fatigue life of methods that consider the endurance limit, and, therefore, that the choice of SN-curve is important. Since the road induced vibrations in this study caused load signals where the majority of the cycles were found below the endurance limit, methods that account for the endurance limit have to be used for calculations on components experiencing similar conditions. Furthermore, it was found that the resulting stress signal from the FE-analysis using input data from the shake rig test was non-Gaussian, this makes the results from all the chosen frequency domain methods invalid. To use these methods, they need to be extended to consider non-Gaussian signals. / Syftet med detta examensarbete är att undersöka ett antal utvalda metoder för utmattningsberäkning och utvärdera om dessa är lämpliga för att uppskatta livslängden på lastbilskomponenter hos Scania. Haveri på grund av utmattning kan orsakas av vibrationer från vägen, ett fenomen som påverkar komponenter på lastbilar. Genom att uppskatta när och var dessa komponenter går sönder kan de konstrueras för att minska antalet haverier. Olika typer av metoder för utmattningsberäkning i både tidsdomänen och frekvensdomänen har utvärderats. Dessa inkluderade ekvivalenta spännings-metoder, kritiska plan-metoder samt spektrala metoder. Metoderna har utvärderats med avseende på deras känslighet för variation i materialparametrar, hur den beräknade livslängden skiljer sig mot verkliga tester och hur bra de är på att hitta de kritiska områdena på en lastbilskomponent. Detta har även jämförts mot en beräkningsmetod som redan används på Scania. Två olika komponenter användes för att utvärdera metoderna. En av komponenterna var designad för att ge ett multiaxiellt spänningstillstånd och en var en riktig lastbilskomponent med data uppmätt från ett skaktest på Scania. Alla studerade metoder fann de kritiska områdena där utmattningsbrott riskerar att uppstå. Däremot visade det sig att beräkningsmetoderna inte lyckades estimera livslängder som låg i närheten av de som uppmättes under testet i skakriggen. En mer verklighetsnära modell vilken bättre motsvarar de dynamiska egenskaperna av systemet behövs för att kunna dra en slutsats om modellernas träffsäkerhet gällande estimeringen av livslängden. För ändamålet att hitta kritiska områden rekommenderas metoden som redan används hos Scania, eftersom denna var lika framgångsrik att hitta dessa, men gjorde det på en avsevärt kortare tid. Därutöver identifierades att spänningssignalen från FE-analysen, där indata från skakriggen användes, inte var gaussisk. Detta innebär att signalen inte uppfyller kraven för de spektrala metoderna och därmed att resultaten från beräkningarna på lastbilskomponenten inte går att använda för att dra några slutsatser. Känslighetsanalysen visade att de metoder som tar hänsyn till utmattningsgränsen är känsliga för ändringar i SN-parametrar. Detta beror på att många cykler, för det studerade lastfallet, låg nära utmattningsgränsen och att antalet cykler som ingick i beräkningarna därför påverkades stort av SN-parametrarna. Eftersom de vibrationer som uppstår då lastbilar framförs på vägar kan ge upphov till många cykler med amplituder nära utmattningsgränsen bör endast metoder som kan ta hänsyn till utmattningsgränsen användas vid dessa fall.

A large amount of low-rise unreinforced masonry structures (URM) can be foundin Groningen, the Netherlands. More and more induced earthquakes with shortduration have been detected in this region due to gas exploitation. Local unreinforcedmasonry (URM) buildings were initially not designed for withstanding seismicactions, so that unexpected damage may occur due to their vulnerability, raising insecurityamong residents. Existing low-rise masonry buildings in Groningen can bedivided into different categories based on their characteristics. Two types of residentialmasonry buildings that fulfil the prerequisites for performing non-linear seismicassessment are chosen to be studied in this thesis project, including the terracedhouse and the detached house.The seismic assessment of structures requires the use of both a discretization methodand a seismic assessment method. The discretization method is used to translate themechanical model into a finite element model used for the numerical analysis. Severalmethods have previously shown to be applicable for seismic assessment, but thiswork investigates the implications of using a continuum model (CM) and an equivalentframe model (EFM) approach to discretization in the general-purpose finiteelement package described in DIANA-FEA-BV (2017). The continuum model approachadopted was in a previous work by Schreppers et al. (2017) validated againstexperimental results and is as such deemed representative of the physical behaviourof the mechanical models investigated. An equivalent frame model approach to beused with DIANA is proposed in the work by Nobel (2017). The continuum modelapproach uses continuum elements with a constitutive model developed for the seismicassessment of masonry structures. This constitutive model captures both shearand flexural failure mechanisms. The equivalent frame model approach uses a combinationof numerically integrated beam elements and nodal interfaces, each witha distinct constitutive model, thus decoupling the description of the flexural andshear behaviour. This approach aims to capture the macro-behaviour at the structurallevel. The applicability of the proposed equivalent frame model approach isevaluated by how well it replicates the validated continuum model approach results.The two discretization methods described are evaluated using two types of seismicassessment methods. The first seismic assessment method used consists of first performinga quasi-static non-linear pushover analysis (NLPO) on the model. Thisresults in the pushover curve, which describes the global behaviour of the modelunder an equivalent lateral load based on the fundamental mode shape of the structure.The pushover curve is then used with the N2-method described in EN1998-1iii(2004) to assess at which peak ground acceleration (PGA) that the model reachesthe near-collapse (NC) limit state. The second seismic assessment method consistsof performing dynamic non-linear time-history analyses (NLTH). This method usesrecorded accelerograms to impose the inertial forces. The PGA for the accelerogramwhere the near-collapse limit state is reached is compared to the PGA fromthe use of the N2-method. The applicability of the pushover analysis in conjunctionwith the N2-method is evaluated by how well it replicates the PGA found from thetime-history analyses and by how well it replicates local failure mechanisms.Therefore, the main objectives of this project can be described by the following twoquestions:i. To what extent can the equivalent frame method be applicable as a properdiscretization method for pushover analyses and time-history analyses oflow-rise unreinforced masonry residential buildings in the Groningen region?ii. To what extent can the non-linear pushover method be adopted toassess the seismic behaviour of low-rise unreinforced masonry residentialbuildings in the Groningen region?The applicability of the equivalent frame model showed to vary. For describing localfailure mechanisms its applicability is poor. Further work on connecting the edgepiers to transverse walls is needed. For seismic assessment using the N2-method theapplicability of the equivalent frame model approach is sensible. The conservativedisplacement capacity counteracts the fact that it is worse at describing local unloading,which produced a larger initial equivalent stiffness of the bi-linear curvesin comparison to the continuum model. For seismic assessment using the timehistorysignals, its applicability is possible. While it could show different behaviourin terms of displacement and damping forces, it still showed a similar PGA at thenear-collapse limit state for the cases at hand.The seismic assessment of the terraced and detached houses by the N2-method issimilar to the seismic prediction by applying time-history analyses. However, thereare still some variations in the initial stiffness, force capacity and displacement capacitybetween these two assessment methods due to the assumptions and limitationsin this study. Overall, considering the pros and cons of the quasi-static pushovermethod, it is deemed applicable during the seismic assessment of the unreinforcedmasonry structures in the Groningen area.

Submitted by Angela Maria de Oliveira (amolivei@uepg.br) on 2018-12-03T11:22:20Z No. of bitstreams: 2 license_rdf: 811 bytes, checksum: e39d27027a6cc9cb039ad269a5db8e34 (MD5) Rafael Mehret.pdf: 7194023 bytes, checksum: f0887824f7cb431a4a6364730e947fe5 (MD5) / Made available in DSpace on 2018-12-03T11:22:20Z (GMT). No. of bitstreams: 2 license_rdf: 811 bytes, checksum: e39d27027a6cc9cb039ad269a5db8e34 (MD5) Rafael Mehret.pdf: 7194023 bytes, checksum: f0887824f7cb431a4a6364730e947fe5 (MD5) Previous issue date: 2018-08-28 / O presente trabalho tem por finalidade a busca em perceber a relevância da história local e especificamente da Colônia Cecília e sua ideologia norteadora para a construção da memória histórica da cidade Palmeira-Pr. Desta maneira, a realização do trabalho se dá através da análise do jornal “Gazeta de Palmeira”, entre os anos de 1990 – 1991 (período que incorpora o centenário da Colônia), 2003 (ano da formação da rota rural “Caminhos da Cecília”) e também entre os anos de 2015 - 2016 (período da inauguração oficial do Memorial da Colônia Cecília e da retomada do projeto da rota da Colônia), os quais foram selecionados devido a ligação com momentos específicos da história da Colônia Cecília. Buscamos, enfim, através desta análise compreender como a sociedade de Palmeira vai ressignificar a experiência da Colônia Cecília. Para isso, associamos a visão do Jornal com as atitudes da comunidade e do Estado em seu esforço para resgate e preservação deste evento enquanto componente formativo fundamental para o entendimento da história local. / The present paper aims to perceive the relevance of the local history, specifically, Colonia Cecília’s and its guiding ideology for the construction of the historical memory of the city of Palmeira -PR. Thus, the work’s accomplishment is done through the analysis of the newspaper “Gazeta de Palmeira” in the years between 1990-1991 (period which incorporates the Colony’s centennial), 2003 (year of “Caminhos da Cecília” rural route’s formation) and also between the years 2015-2016 (period of the official inauguration of Colonia Cecília’s Memorial and the and the retake from the Colony’s route project), such years were selected for its connection to specific moments of Colonia Cecilia. Finally, through this analysis we aim to comprehend how the society of Palmeira will reframe Cecilia Colony’s experience. To achieve it, we associated de Newspaper’s view with the attitudes of the community and the State in its effort to recall and preserve such event as a fundamental formative component to understand the local history.