Influence of ideal and non-ideal excitation sources on the dynamics of a nonlinear vibro-impact system

Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)

Deus escreve certo por linhas tortas

If cinema is an essentially urban means of expression, the fruit of technique and industry, can a film narrator express in a film’s esthetics a caipira’s « Weltanschauung » (world vision or philosophy) ? We suggest, agreeing with Benjamin – who considers that narrative is the best expression of manual and traditional work’s time– that the story related by the film A proteção de Santo António constitutes a cinematographic narrative which can be classified as caipira. Tenderly called by the audiences Santo António e a vaca, this film was supported by a large part of the population for its making, which allowed to fill in the lack of technical and financial resources. Here, we defend the idea that the visible traces of this work in this particular film, turns it into a real filmic narrative and also into a sincere tribute to caipira culture.

Model updating of the non-linear vibrating structures through Volterra series and proper orthogonal decomposition

Classical procedures for model updating in non-linear mechanical systems based on vibration data can fail because the common linear metrics are not sensitive for non-linear behavior caused by gaps, backlash, bolts, joints, materials, etc. Several strategies were proposed in the literature in order to allow a correct representative model of non-linear structures. The present paper evaluates the performance of two approaches based on different objective functions. The first one is a time domain methodology based on the proper orthogonal decomposition constructed from the output time histories. The second approach uses objective functions with multiples convolutions described by the first and second order discrete-time Volterra kernels. In order to discuss the results, a benchmark of a clamped-clamped beam with an pre-applied static load is simulated and updated using proper orthogonal decomposition and Volterra Series. The comparisons and discussions of the results show the practical applicability and drawbacks of both approaches.

Student Writing Performance: Identifying the Effects when Combining Planning and Revising Instructional Strategies

The purpose of the current study is to identify the impact of teaching students to revise their stories on writing production (Total Words Written; TWW), writing accuracy (Percent Correct Writing Sequences; %CWS), number of critical story elements included in stories, and quality of writing. Three third-grade and one fourth-grade student who were experiencing difficulties in the area of writing were involved in the study. The students were first taught to plan their stories using the evidence-based program, Self-Regulated Strategy Development (SRSD), which has frequently been implemented to teach students to plan their stories. Students were then taught to revise their stories using SRSD procedures modified for instruction in revision strategies. Student progress was evaluated through a multiple-probe design across tasks and a multiple-probe design across participants, which allowed for experimental control over time and across story probes. In addition to the previously mentioned variables, student’s acceptability of the intervention and their attitudes toward writing were also assessed. Results indicated that instruction in revising increased student writing accuracy beyond the effects of instruction in planning. Additionally, although instruction in planning was shown to increase writing production, number of critical story elements, and quality of writing, instruction in revising produced additional improvement in these variables as well. Finally, results indicated that students liked the intervention and their attitudes toward writing generally increased. Implications for practice and future research directions will be discussed. Advisor: Merilee McCurdy

One and two degrees-of-freedom Vortex-Induced Vibration experiments with yawed cylinders

Vortex-Induced Vibration (VIV) experiments were carried out with yawed cylinders. The purpose was to investigate the validity of the Independence Principle (IP) for properly describing the flow characteristics and the dynamics of structures subjected to oblique flow. Five yaw angles in relation to the direction perpendicular to the free stream velocity were tested, namely View the MathML sourceθ=0°,10°,20°,30° and 45°. Both the upstream and downstream orientations were tested. The models were mounted on a leaf spring apparatus that allows experiments with one or two degrees of freedom. The Reynolds numbers based on the component normal to the cylinder axis fell in the interval 3×103Time histories of displacement and hydrodynamic forces were acquired. Considering only the component of the free stream which is normal to the cylinder axis, the results of amplitude and force coefficients agreed reasonably well with the non-yawed ones for yaw angles up to 20° for both one and two degrees-of-freedom experiments. This indicates the validity of the IP for this yaw angle range. For yaw angles larger than 20°, a decrease in the maximum amplitude was observed. The decrease in the oscillation amplitudes was related to a larger modulation in the phase shift between force and displacement. Differences in the results for upstream and downstream were observed and were more evident for the larger yaw angle. These differences can be associated to the asymmetric cylinder end conditions.

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.

Sciatic neuropathy after body contouring surgery in massive weight loss patients

To date, obesity affects a substantial population in industrialised countries. Due to the increased awareness of obesity-related morbidity, efficient dietary regimens and the recent successes with bariatric surgery, there is now a high demand for body contouring surgery to correct skin abundancies after massive weight loss. The known risks for this type of surgery are mainly wound-healing complications, and, more rarely, thromboembolic or respiratory complications. We present two female patients (23 and 39 years of age) who, in spite of standard positioning and precautions, developed sciatic neuropathy after combined body contouring procedures, including abdominoplasty and inner thigh lift. Complete functional loss of the sciatic nerve was found by clinical and electroneurographic examination on the left side in patient one and bilaterally in patient two. Full nerve conductance recovery was obtained after 6 months in both patients. Although the occurrence of spontaneous neuropathies after heavy weight loss is well documented, this is the first report describing the appearance of such a phenomenon following body contouring surgery. One theoretical explanation may be the compression of the nerve during the semirecumbent positioning combined with hip flexion and abduction, which was required for abdominal closure and simultaneous access to the inner thighs. We advise to avoid this positioning and to include the risk of sciatic neuropathy in the routine preoperative information of patients scheduled for body contouring surgery after heavy weight loss.

ANKLE IMPEDANCE AND ANKLE ANGLES DURING STEP TURN AND STRAIGHT WALK: IMPLICATIONS FOR THE DESIGN OF A STEERABLE ANKLE-FOOT PROSTHETIC ROBOT

During locomotion, turning is a common and recurring event which is largely neglected in the current state-of-the-art ankle-foot prostheses, forcing amputees to use different steering mechanisms for turning, compared to non-amputees. A better understanding of the complexities surrounding lower limb prostheses will lead to increased health and well-being of amputees. The aim of this research is to develop a steerable ankle-foot prosthesis that mimics the human ankle mechanical properties. Experiments were developed to estimate the mechanical impedance of the ankle and the ankles angles during straight walk and step turn. Next, this information was used in the design of a prototype, powered steerable ankle-foot prosthesis with two controllable degrees of freedom. One of the possible approaches in design of the prosthetic robots is to use the human joints’ parameters, especially their impedance. A series of experiments were conducted to estimate the stochastic mechanical impedance of the human ankle when muscles were fully relaxed and co-contracting antagonistically. A rehabilitation robot for the ankle, Anklebot, was employed to provide torque perturbations to the ankle. The experiments were performed in two different configurations, one with relaxed muscles, and one with 10% of maximum voluntary contraction (MVC). Surface electromyography (sEMG) was used to monitor muscle activation levels and these sEMG signals were displayed to subjects who attempted to maintain them constant. Time histories of ankle torques and angles in the lateral/medial (LM) directions, inversion-eversion (IE), and dorsiflexionplantarflexion (DP) were recorded. Linear time-invariant transfer functions between the measured torques and angles were estimated providing an estimate of ankle mechanical impedance. High coherence was observed over a frequency range up to 30 Hz. The main effect of muscle activation was to increase the magnitude of ankle mechanical impedance in all degrees of freedom of the ankle. Another experiment compared the three-dimensional angles of the ankle during step turn and straight walking. These angles were measured to be used for developing the control strategy of the ankle-foot prosthesis. An infrared camera system was used to track the trajectories and angles of the foot and leg. The combined phases of heel strike and loading response, mid stance, and terminal stance and pre-swing were determined and used to measure the average angles at each combined phase. The Range of motion (ROM) in IE increased during turning while ML rotation decreased and DP changed the least. During the turning step, ankle displacement in DP started with similar angles to straight walk and progressively showed less plantarflexion. In IE, the ankle showed increased inversion leaning the body toward the inside of the turn. ML rotation initiated with an increased medial rotation during the step turn relative to the straight walk transitioning to increased lateral rotation at the toe off. A prototype ankle-foot prosthesis capable of controlling both DP and IE using a cable driven mechanism was developed and assessed as part of a feasibility study. The design is capable of reproducing the angles required for straight walk and step turn; generates 712N of lifting force in plantarflexion, and shows passive stiffness comparable to a nonload bearing ankle impedance. To evaluate the performance of the ankle-foot prosthesis, a circular treadmill was developed to mimic human gait during steering. Preliminary results show that the device can appropriately simulate human gait with loading and unloading the ankle joint during the gait in circular paths.

Avalanche risk assessment - a multi-temporal approach, results from Galtür, Austria

Snow avalanches pose a threat to settlements and infrastructure in alpine environments. Due to the catastrophic events in recent years, the public is more aware of this phenomenon. Alpine settlements have always been confronted with natural hazards, but changes in land use and in dealing with avalanche hazards lead to an altering perception of this threat. In this study, a multi-temporal risk assessment is presented for three avalanche tracks in the municipality of Galtür, Austria. Changes in avalanche risk as well as changes in the risk-influencing factors (process behaviour, values at risk (buildings) and vulnerability) between 1950 and 2000 are quantified. An additional focus is put on the interconnection between these factors and their influence on the resulting risk. The avalanche processes were calculated using different simulation models (SAMOS as well as ELBA+). For each avalanche track, different scenarios were calculated according to the development of mitigation measures. The focus of the study was on a multi-temporal risk assessment; consequently the used models could be replaced with other snow avalanche models providing the same functionalities. The monetary values of buildings were estimated using the volume of the buildings and average prices per cubic meter. The changing size of the buildings over time was inferred from construction plans. The vulnerability of the buildings is understood as a degree of loss to a given element within the area affected by natural hazards. A vulnerability function for different construction types of buildings that depends on avalanche pressure was used to assess the degree of loss. No general risk trend could be determined for the studied avalanche tracks. Due to the high complexity of the variations in risk, small changes of one of several influencing factors can cause considerable differences in the resulting risk. This multi-temporal approach leads to better understanding of the today's risk by identifying the main changes and the underlying processes. Furthermore, this knowledge can be implemented in strategies for sustainable development in Alpine settlements.

Dynamic & Cyclic behaviour of ballast in the long term as determined in Cedex's track box

The 6 cylinder servo-hydraulic loading system of CEDEX's track box (250 kN, 50 Hz) has been recently implemented with a new piezoelectric loading system (±20 kN, 300 Hz) allowing the incorporation of low amplitude high frequency dynamic load time histories to the high amplitude low frequency quasi-static load time histories used so far in the CEDEX's track box to assess the inelastic long term behavior of ballast under mixed traffic in conventional and high- speed lines. This presentation will discuss the results obtained in the first long-duration test performed at CEDEX's track box using simultaneously both loading systems, to simulate the pass-by of 6000 freight vehicles (1M of 225 kN axle loads) travelling at a speed of 120 km/h over a line with vertical irregularities corresponding to a medium quality lin3e level. The superstructure of the track tested at full scale consisted of E 60 rails, stiff rail pads (mayor que 450 kN/mm), B90.2 sleepers with USP 0.10 N/mm and a 0.35 m thick ballast layer of ADIF first class. A shear wave velocity of 250 m/s can be assumed for the different layers of the track sub-base. The ballast long-term settlements will be compared with those obtained in a previous long-duration quasi- static test performed in the same track, for the RIVAS [EU co-funded] project, in which no dynamic loads where considered. Also, the results provided by a high diameter cyclic triaxial cell with ballast tested in full size will be commented. Finally, the progress made at CEDEX's Geotechnical Laboratory to reproduce numerically the long term behavior of ballast will be discussed.

A review of load models for the prediction of footfall-induced vibration in structures

Crowd induced dynamic loading in large structures, such as gymnasiums or stadium, is usually modelled as a series of harmonic loads which are defined in terms of their Fourier coefficients. Different values of these coefficients that were obtained from full scale measurements can be found in codes. Recently, an alternative has been proposed, based on random generation of load time histories that take into account phase lag among individuals inside the crowd. This paper presents the testing done on a structure designed to be a gymnasium. Two series of dynamic test were performed on the gym slab. For the first test an electrodynamic shaker was placed at several locations and during the second one people located inside a marked area bounced and jumped guided by different metronome rates. A finite element model (FEM) is presented and a comparison of numerically predicted and experimentally observed vibration modes and frequencies has been used to assess its validity. The second group of measurements will be compared with predictions made using the FEM model and three alternatives for crowd induced load modelling.

Model of human rhythmic activities on structures

Crowd induced dynamic loading in large structures, such as gymnasiums or stadiums, is usually modelled as a series of harmonic loads which are defined in terms of their Fourier coefficients. Different values of these Fourier coefficients that were obtained from full scale measurements can be found in codes. Recently, an alternative has been proposed, based on random generation of load time histories that take into account phase lags among individuals inside the crowd. Generally the testing is performed on platforms or structures that can be considered rigid because their natural frequencies are higher than the excitation frequencies associated with crowd loading. In this paper we shall present the testing done on a structure designed to be a gymnasium, which has natural frequencies within that range. In this test the gym slab was instrumented with acceleration sensors and different people jumped on a force plate installed on the floor. Test results have been compared with predictions based on the two abovementioned load modelling alternatives and a new methodology for modelling jumping loads has been proposed in order to reduce the difference between experimental and numerical results at high frequency range.

La modernidad paradigmática de la arquitectura popular. Orígenes y evolución de su descubrimiento en las publicaciones periódicas de arquitectura en España 1897-1958

La aparición de la arquitectura popular en la escena de la cultura arquitectónica siempre ha estado rodeada de escasa claridad, especialmente si se trata de determinar las circunstancias en que apareció el interés por ella o la primera vez que fue mostrada en alguna publicación. El origen de la estimación de la arquitectura popular como tal se presenta en principio envuelto en una nebulosa, difuminado por la suposición de un siempre anterior conocimiento de ella -por la obviedad de este fenómeno-, y por la escasa atención prestada al tema, a lo que hay que sumar los desconcertantes indicios de que en realidad sólo ha sido apreciada en tiempos más recientes. Este estudio intenta arrojar luz sobre ese momento en que la arquitectura popular es descubierta, reconocida y difundida, y posteriormente estudiada con detenimiento hasta que llega a adquirir el status que le corresponde, en el ámbito del territorio español. La arquitectura popular no aparece en un momento determinado, como cualquier tendencia en la evolución de cierta sensibilidad estética o movimiento. La arquitectura popular siempre ha estado ahí. Lo único que cambia, y que permite que de repente la arquitectura popular sea tenida en cuenta, es la mirada de quien la descubre, la valora, la estudia o la propone como fenómeno digno de la atención y la estimación de los arquitectos. Así pues, la interpretación de la arquitectura popular como una forma más de las distintas que adopta la arquitectura como manifestación técnica y artística, plenamente aceptada dentro la concepción vigente de la época, es la historia de las miradas que se han dirigido a ella, de las distintas sensibilidades que han reparado en ella y de las tendencias arquitectónicas, construidas o teóricas, que han acudido a ella como fuente de inspiración o como modelo de virtudes constructivas o proyectuales. Desde este punto de vista se hace necesario investigar en las diferentes etapas de la modernidad en España, en sus acontecimientos, sus discursos, y sus obras construidas, partiendo de las distintas mentalidades que las sustentaron, para de este modo profundizar en la trayectoria seguida a través del tiempo histórico y del espacio geográfico en que se han desarrollado esas miradas. Para ello se ha realizado un estudio de las publicaciones periódicas de arquitectura españolas como elementos susceptibles de proporcionar la información más fidedigna posible sobre el interés en la difusión, el debate y la reflexión arquitectónica en torno a este fenómeno de la arquitectura popular. Es conocido el inestimable valor de las revistas como transmisoras no sólo de los acontecimientos de actualidad –la arquitectura popular no es uno de ellos- sino de la opinión y la forma de pensar de la intelectualidad del mundo de la ciencia y del arte, de los arquitectos en sus distintas actividades –profesional, docente, teórica, directiva, artística- y de las instituciones y personajes vinculadas al mundo de la arquitectura y la edificación. Es además relevante el hecho de que proporcionan una visión inmejorable de la época en que se publican, con datos importantes de carácter social, cultural, político o económico, que facilitan el encuadre de los acontecimientos estudiados en su contexto histórico y permiten un acercamiento a éstos de una forma más afinada. ABSTRACT Vernacular architecture’s appearance in the architectural culture’s scene has always been involved by certain obscureness, specially if the task is to know the circumstances of its first appealing, or the first time that was published. Original vernacular architecture’s valuation in its own seems to be involved in a vague nebula, blurred by the supposed fact of an always previous and obvious knowledge, and the scarce attention kept over this theme, increased in confusion when considering some last traces showing that only in recent times it has been really appreciated. This work searches for clarity inquiring those moments in which vernacular architecture is discovered, then recognised and issued, and finally broadly studied till reaches the status that has today. This investigation is focused on the spanish context. Vernacular architecture does not come out at a certain moment, as any artistic or stylish trend; it has always been there. The only thing that changes, and suddenly makes vernacular architecture take place in architects’ mind, is the observer’s glance, who discovers it and takes care about it, studying and proposing it as a worthy architectonic phenomenon that deserves architect’s attention. Thus, vernacular architecture’s interpretation, as another one of the several forms of conceiving architecture as a technical and artistic expression, fully accepted in the spirit of its time, is the story of the glances that have focused on it, the story of the varied sensibilities that have felt concerned with it, and the story of theoretical or practical trends that gaze it as an inspiration’s source or a model for functional or designing values. From this point of view is necessary to dive into the different ages of modernity, their events, their programs, and their built architecture, departing from the different attitudes developing in the historic time and the geographic space of Spain. With this purpose it has been realized this study on spanish periodical journalism specialized in architecture, searching for the most reliable information possible, due to their attention to teorethical discussion, critique, and thoughts about the fact of vernacular architecture. Is well known the value of architecture magazines as excellent diffusers, not only of hot news –vernacular architecture is not one of them- , but also of intellectual activity in science and art, of the architects in their different activities –professional, academic, theoretical, executive, artistic- and of outstanding people and Institutions linked with architecture and building. Is also remarkable the fact that they provide an unbeatable vision of the whole world in the moment they appear, bringing at the same time significant information about social, cultural, political or economic nature, that make easier the understanding of the historical context, in a more fitting way.

Global instability analysis and control of three-dimensional long open cavity flow

The three-dimensional wall-bounded open cavity may be considered as a simplified geometry found in industrial applications such as leading gear or slotted flats on the airplane. Understanding the three-dimensional complex flow structure that surrounds this particular geometry is therefore of major industrial interest. At the light of the remarkable former investigations in this kind of flows, enough evidences suggest that the lateral walls have a great influence on the flow features and hence on their instability modes. Nevertheless, even though there is a large body of literature on cavity flows, most of them are based on the assumption that the flow is two-dimensional and spanwise-periodic. The flow over realistic open cavity should be considered. This thesis presents an investigation of three-dimensional wall-bounded open cavity with geometric ratio 6:2:1. To this aim, three-dimensional Direct Numerical Simulation (DNS) and global linear instability have been performed. Linear instability analysis reveals that the onset of the first instability in this open cavity is around Recr 1080. The three-dimensional shear layer mode with a complex structure is shown to be the most unstable mode. I t is noteworthy that the flow pattern of this high-frequency shear layer mode is similar to the observed unstable oscillations in supercritical unstable case. DNS of the cavity flow carried out at different Reynolds number from steady state until a nonlinear saturated state is obtained. The comparison of time histories of kinetic energy presents a clearly dominant energetic mode which shifts between low-frequency and highfrequency oscillation. A complete flow patterns from subcritical cases to supercritical case has been put in evidence. The flow structure at the supercritical case Re=1100 resembles typical wake-shedding instability oscillations with a lateral motion existed in the subcritical cases. Also, This flow pattern is similar to the observations in experiments. In order to validate the linear instability analysis results, the topology of the composite flow fields reconstructed by linear superposition of a three-dimensional base flow and its leading three-dimensional global eigenmodes has been studied. The instantaneous wall streamlines of those composited flows display distinguish influence region of each eigenmode. Attention has been focused on the leading high-frequency shear layer mode; the composite flow fields have been fully recognized with respect to the downstream wave shedding. The three-dimensional shear layer mode is shown to give rise to a typical wake-shedding instability with a lateral motions occurring downstream which is in good agreement with the experiment results. Moreover, the spanwise-periodic, open cavity with the same length to depth ratio has been also studied. The most unstable linear mode is different from the real three-dimensional cavity flow, because of the existence of the side walls. Structure sensitivity of the unstable global mode is analyzed in the flow control context. The adjoint-based sensitivity analysis has been employed to localized the receptivity region, where the flow is more sensible to momentum forcing and mass injection. Because of the non-normality of the linearized Navier-Stokes equations, the direct and adjoint field has a large spatial separation. The strongest sensitivity region is locate in the upstream lip of the three-dimensional cavity. This numerical finding is in agreement with experimental observations. Finally, a prototype of passive flow control strategy is applied.

Aprendizagem de substantivos e adjetivos por meio de leitura compartilhada para crianças com desenvolvimento típico e com Síndrome de Down

A leitura compartilhada de livros para crianças é uma atividade que tem sido estudada como forma de ensino incidental de vocabulário, que envolve, dentre outros processos, o responder por exclusão. O objetivo do presente trabalho foi investigar a ocorrência de aprendizagem de relações entre estímulos visuais (figuras) com seus respectivos estímulos auditivos (palavras) a partir de diferentes condições de leitura compartilhada de livros para crianças com Síndrome de Down (SD) e com desenvolvimento típico (DT). Para a pesquisa foram desenvolvidos dois estudos. No Estudo 1, participaram seis crianças com SD com seis a sete anos, e seis crianças com DT com três a quatro anos (amostras pareadas em função do nível de vocabulário). Foi utilizado um livro de história produzido pela pesquisadora, no qual havia dois substantivos e dois adjetivos desconhecidos (estímulos visuais S1, S2, A1, A2), apresentados uma única vez na história. Esse livro foi lido para cada criança duas vezes em sequência por sessão e em cada sessão foi realizada uma condição de leitura diferente. Foram apresentadas três condições de leitura e cada criança passou por todas, mas em diferentes ordens (contrabalanceamento). Na Condição 1, o livro foi lido para a criança sem intervenções. Na Condição 2, o livro foi lido para a criança e ela tinha que repetir o nome dos estímulos desconhecidos. Na Condição 3, o livro foi lido e foram realizadas perguntas relacionadas aos estímulos-alvo. Ao final de cada sessão foram realizadas sondas de aprendizagem (sondas de emparelhamento ao modelo e nomeação), e após uma semana da última sessão foi aplicada uma sonda de manutenção e uma de generalização. As crianças com DT apresentaram maior número de acertos que as com SD, e os acertos foram mais relacionados ao estímulo S1. As crianças não aprenderam a relação nome-cor. A análise dos resultados sugeriu que o número de estímulos-alvo era excessivo e com apresentações insuficientes no livro. No Estudo 2 participaram seis crianças com DT de 3 a 4 anos e seis crianças com SD, de 5 a 8 anos. O procedimento utilizado no Estudo 2 foi semelhante ao primeiro com as seguintes alterações no livro: utilização de apenas duas relações-alvo (um substantivo-alvo e um adjetivo-alvo - S2 e A3), cada uma sendo apresentada três vezes ao longo da história, em figuras que possibilitavam o responder por exclusão. Também foi acrescentada uma tentativa de exclusão nas sondas de aprendizagem. Nesse estudo, todas as crianças com DT conseguiram selecionar e nomear estímulo S2 e duas mostraram indícios de aprendizagem do estímulo A3. As crianças com SD apresentaram um menor número de acertos nas sondas de emparelhamento, mas apresentaram algumas nomeações corretas, o que não foi observado no Estudo 1. Os dados sugerem que as mudanças realizadas no livro melhoram o desempenho das crianças com DT, mas não o das crianças com SD. Não foram encontradas diferenças entre as condições de leituras nos dois estudos. No entanto, são necessários estudos adicionais para avaliar essas diferentes condições e as variáveis envolvidas na aprendizagem de palavras a partir da leitura compartilhada de livro.