Crowding: risk factor or protective factor for lower respiratory disease in young children?

Abstract Background To study the effects of household crowding upon the respiratory health of young children living in the city of São Paulo, Brazil. Methods Case-control study with children aged from 2 to 59 months living within the boundaries of the city of São Paulo. Cases were children recruited from 5 public hospitals in central São Paulo with an acute episode of lower respiratory disease. Children were classified into the following diagnostic categories: acute bronchitis, acute bronchiolitis, pneumonia, asthma, post-bronchiolitis wheezing and wheezing of uncertain aetiology. One control, crudely matched to each case with regard to age (<2, 2 years old or more), was selected among healthy children living in the neighborhood of the case. All buildings were surveyed for the presence of environmental contaminants, type of construction and building material. Plans of all homes, including measurements of floor area, height of walls, windows and solar orientation, was performed. Data were analysed using conditional logistic regression. Results A total of 313 pairs of children were studied. Over 70% of the cases had a primary or an associated diagnosis of a wheezing illness. Compared with controls, cases tended to live in smaller houses with less adequate sewage disposal. Cases and controls were similar with respect to the number of people and the number of children under five living in the household, as well the number of people sharing the child's bedroom. After controlling for potential confounders, no evidence of an association between number of persons sharing the child's bedroom and lower respiratory disease was identified when all cases were compared with their controls. However, when two categories of cases were distinguished (infections, asthma) and each category compared separately with their controls, crowding appeared to be associated with a 60% reduction in the incidence of asthma but with 2 1/2-fold increase in the incidence of lower respiratory tract infections (p = 0.001). Conclusion Our findings suggest that household crowding places young children at risk of acute lower respiratory infection but may protect against asthma. This result is consistent with the hygiene hypothesis.

Una nueva dedicación a Marte en Bembibre (León)

[ES] Se da a conocer una inscripción inédita procedente de San Román de Bembibre (León), que se conserva reutilizada en la Iglesia de San Román Mártir. El texto es muy breve, pero incluye un epíteto inédito, Propitius, en las inscripciones hispánicas dedicadas a esta divinidad.

Pushover analysis of an existing reinforced concrete bridge:Jamboree Road Overcrossing in Irvine, California

The work for the present thesis started in California, during my semester as an exchange student overseas. California is known worldwide for its seismicity and its effort in the earthquake engineering research field. For this reason, I immediately found interesting the Structural Dynamics Professor, Maria Q. Feng's proposal, to work on a pushover analysis of the existing Jamboree Road Overcrossing bridge. Concrete is a popular building material in California, and for the most part, it serves its functions well. However, concrete is inherently brittle and performs poorly during earthquakes if not reinforced properly. The San Fernando Earthquake of 1971 dramatically demonstrated this characteristic. Shortly thereafter, code writers revised the design provisions for new concrete buildings so to provide adequate ductility to resist strong ground shaking. There remain, nonetheless, millions of square feet of non-ductile concrete buildings in California. The purpose of this work is to perform a Pushover Analysis and compare the results with those of a Nonlinear Time-History Analysis of an existing bridge, located in Southern California. The analyses have been executed through the software OpenSees, the Open System for Earthquake Engineering Simulation. The bridge Jamboree Road Overcrossing is classified as a Standard Ordinary Bridge. In fact, the JRO is a typical three-span continuous cast-in-place prestressed post-tension box-girder. The total length of the bridge is 366 ft., and the height of the two bents are respectively 26,41 ft. and 28,41 ft.. Both the Pushover Analysis and the Nonlinear Time-History Analysis require the use of a model that takes into account for the nonlinearities of the system. In fact, in order to execute nonlinear analyses of highway bridges it is essential to incorporate an accurate model of the material behavior. It has been observed that, after the occurrence of destructive earthquakes, one of the most damaged elements on highway bridges is a column. To evaluate the performance of bridge columns during seismic events an adequate model of the column must be incorporated. Part of the work of the present thesis is, in fact, dedicated to the modeling of bents. Different types of nonlinear element have been studied and modeled, with emphasis on the plasticity zone length determination and location. Furthermore, different models for concrete and steel materials have been considered, and the selection of the parameters that define the constitutive laws of the different materials have been accurate. The work is structured into four chapters, to follow a brief overview of the content. The first chapter introduces the concepts related to capacity design, as the actual philosophy of seismic design. Furthermore, nonlinear analyses both static, pushover, and dynamic, time-history, are presented. The final paragraph concludes with a short description on how to determine the seismic demand at a specific site, according to the latest design criteria in California. The second chapter deals with the formulation of force-based finite elements and the issues regarding the objectivity of the response in nonlinear field. Both concentrated and distributed plasticity elements are discussed into detail. The third chapter presents the existing structure, the software used OpenSees, and the modeling assumptions and issues. The creation of the nonlinear model represents a central part in this work. Nonlinear material constitutive laws, for concrete and reinforcing steel, are discussed into detail; as well as the different scenarios employed in the columns modeling. Finally, the results of the pushover analysis are presented in chapter four. Capacity curves are examined for the different model scenarios used, and failure modes of concrete and steel are discussed. Capacity curve is converted into capacity spectrum and intersected with the design spectrum. In the last paragraph, the results of nonlinear time-history analyses are compared to those of pushover analysis.

Waste management in Forlì-Cesena province: Life Cycle Assessment (LCA) of Forlì incinerator

This work assesses the environmental impact of a municipal solid waste incinerator with energy recovery in Forlì-Cesena province (Emilia-Romagna region, Italy). The methodology used is Life Cycle Assessment (LCA). As the plant already applies the best technologies available in waste treatment, this study focuses on the fate of the residues (bottom and fly ash) produced during combustion. Nine scenarios are made, based on different ash treatment disposing/recycling techniques. The functional unit is the amount of waste incinerated in 2011. Boundaries are set from waste arrival in the plant to the disposal/recovery of the residues produced, with energy recovery. Only the operative period is considered. Software used is GaBi 4 and the LCIA method used is CML2001. The impact categories analyzed are: abiotic depletion, acidification, eutrophication, freshwater aquatic ecotoxicity, global warming, human toxicity, ozone layer depletion, photochemical oxidant formation, terrestrial ecotoxicity and primary energy demand. Most of the data are taken from Herambiente. When primary data are not available, data from Ecoinvent and GaBi databases or literature data are used. The whole incineration process is sustainable, due to the relevant avoided impact given by co-generator. As far as regards bottom ash treatment, the most influential process is the impact savings from iron recovery. Bottom ash recycling in road construction or as building material are both valid alternatives, even if the first option faces legislative limits in Italy. Regarding fly ash inertization, the adding of cement and Ferrox treatment results the most feasible alternatives. However, this inertized fly ash can maintain its hazardous nature. The only method to ensure the stability of an inertized fly ash is to couple two different stabilization treatments. Ash stabilization technologies shall improve with the same rate of the flexibility of the national legislation about incineration residues recycling.

Risk factors associated with first symptomatic infection of {\it Cryptosporidium parvum\/} in an infant population in Bilbeis, Egypt

Diarrhea disease is a leading cause of morbidity and mortality, especially in children in developing countries. An estimate of the global mortality caused by diarrhea among children under five years of age was 3.3 million deaths per year. Cryptosporidium parvum was first identified in 1907, but it was not until 1970 that this organism was recognized as a cause of diarrhea in calves. Then it was as late as 1976 that the first reported case of human Cryptosporidiosis occurred. This study was conducted to ascertain the risk factors of first symptomatic infection with Cryptosporidium parvum in a cohort of infants in a rural area of Egypt. The cohort was followed from birth through the first year of life. Univariate and multivariate analyses of data demonstrated that infants greater than six months of age had a two-fold risk of infection compared with infants less than six months of age (RR = 2.17; 95% C.I. = 1.01-4.82). When stratified, male infants greater than six months of age were four times more likely to become infected than male infants less than six months of age. Among female infants, there was no difference in risk between infants greater than six months of age and infants less than six months of age. Female infants less than six months of age were twice more likely to become infected than male infants less than six months of age. The reverse occurred for infants greater than six months of age, i.e., male infants greater than six months of age had twice the risk of infection compared to females of the same age group. Further analysis of the data revealed an increased risk of Cryptosporidiosis infection in infants who were attended in childbirth by traditional childbirth attendants compared to infants who were attended by modern childbirth attendants (nurses, trained midwives, physicians) (RR = 4. 18; 95% C.I. = 1.05-36.06). The final risk factor of significance was the number of people residing in the household. Infants in households which housed more than seven persons had an almost two-fold risk of infection compared with infants in homes with fewer than seven persons. Other risk factors which suggested increased risk were lack of education among the mothers, absence of latrines and faucets in the homes, and mud used as building material for walls and floors in the homes. ^

Durabilidad de los bloques de tierra comprimida : Evaluación y recomendaciones para la normalización de los ensayos de erosión y absorción

La presente tesis continúa una línea de investigación iniciada en el 2006, centrada en el estudio de nuevas soluciones constructivas que toman la tierra cruda como base. Se pretende la difusión de los resultados obtenidos con el fin de fomentar estas técnicas constructivas, como por ejemplo, los sistemas de eco-construcción. El empleo de tierra cruda como sistema constructivo presenta grandes ventajas; entre ellas, un bajo impacto medioambiental, la capacidad de integración en el paisaje y un menor consumo energético. Con el fin de superar los inconvenientes que presenta el empleo de la tierra como elemento constructivo y afianzar su valor como posible material para la edificación, se estudian las propiedades de durabilidad de la misma y se dan pautas para una posible normativa futura. Se ha llevado a cabo un análisis exhaustivo de las normativas internacionales, estudiando los ensayos propuestos por los diferentes Organismos Internacionales de Normalización para caracterizar la durabilidad de los materiales de tierra. Ante la gran diversidad y heterogeneidad de las especificaciones encontradas en los ensayos que se aplican para un mismo fin, se han desarrollado dispositivos lo suficientemente versátiles para la ejecución de los ensayos propuestos. El conjunto de ensayos desarrollados en esta tesis, ha permitido elaborar una guía de recomendaciones para ensayos aplicados a materiales de tierra cruda. Además, se han estudiado las diferencias de comportamiento de los bloques de tierra comprimidos (BTC) fabricados en España, evaluando su viabilidad como material de construcción. Esta tesis ayuda a consolidar el papel de la tierra cruda en el panorama de edificación actual, solventando las dudas de los técnicos en cuanto a la durabilidad frente al agua y ausencia de normativa. Por tanto, las conclusiones sobre ensayos de durabilidad en materiales de tierra y las mejoras propuestas en algunos ensayos, sirven de referencia para la determinación de la durabilidad en los materiales basados en tierra cruda. De igual manera, es también un objetivo de la tesis que los resultados obtenidos aporten una visión general del estado normativo de los materiales a base de tierra cruda e información útil a aportar para la elaboración de documentos reconocidos sobre tierra en nuestro país, concretamente, apoyando la labor de normalización llevada a cabo en el subcomité de AENOR. This thesis continues a research line begun in 2006, focused on the study of new building solutions based on unbaked earth. With the aim to promote these construction techniques, it seeks the diffusion of the result obtained, for example eco-building systems. The use of unbaked earth as building system has great advantages such as low environmental impact, integrate ability into the landscape and lower energy consumption. In order to overcome the disadvantages of the use of earth as a building element and consolidate its value as possible building material, it is studied the properties of its durability and it is given guidelines for possible future standard. It has carried out an exhaustive analysis of international standards, studying the tests proposed by several International Organizations of Standards in order to characterize the durability of earth materials. Because of the great diversity and heterogeneity of the specifications found in the tests that are applied for the same purpose, we have developed devices versatile enough for the implementation of the proposed tests. The set of developed tests in this thesis has allowed developing a recommendation guideline for tests applied to unbaked earth materials. In addition, we have studied the differences of behavior of compressed earth blocks (CEB) manufactured in Spain, evaluating its viability as building material. This thesis helps to consolidate the role of unbaked earth in the scene of current building, solving the doubts of technicians about durability against rain and lack of standard. Therefore, the conclusions of durability tests in earth materials and the proposed improvements in some tests, serve as a reference for determining the durability of the materials based on raw earth. In the same way, it is also an objective of the thesis that the obtained results provide an overview of standards status of materials based on unbaked earth and useful information for the development documents recognized on earth in our country, supporting the standardization that is taking place at the subcommittee AENOR.

Desarrollo experimental de un elemento constructivo de envolvente, no estructural, a partir de una matriz de plástico reciclado, reforzado con fibras naturales y/o sintéticas

Esta Tesis trata sobre el diseño y desarrollo de un material constructivo de fachada (tras ventilada), empleando plástico reciclado (granza de caucho, de neumáticos fuera de uso) para su elaboración. El uso de materiales reciclados para la elaboración de nuevos materiales constructivos, es a día de hoy, un valor agregado que contribuye tanto a la disminución de desechos tóxicos, como a la fabricación de productos de alta calidad. La investigación partió de la necesidad de comprender qué es un plástico, cómo son producidos, cuáles son los factores que permitían su reciclaje y qué propiedades podrían ser aprovechadas para desarrollar un nuevo material constructivo. En el estado del arte, fueron analizados los aspectos del plástico relacionados a su composición, propiedades, tipologías, producción, consumo, legislación europea y española, reciclaje y valorización energética. Para analizar más profundamente los materiales desarrollados a partir de plásticos reciclados, desde textiles hasta elementos constructivos. Con el conocimiento adquirido mediante este análisis previo, se diseñó una metodología de experimentación, utilizando caucho reciclado y derivados del yeso como agregados, en una matriz de resinas poliméricas reforzada con fibras naturales y sintéticas. Los resultados obtenidos en los ensayos físicos y térmicos, con los elementos producidos, demostraron que el material tiene una excelente resistencia a tensión así como una baja conductividad térmica. Esta investigación, servirá como precedente para el desarrollo de nuevos materiales y sistemas constructivos, utilizando agregados de plástico reciclado, en los procesos de fabricación. Ya que ha comprobado el enorme potencial que ofrecen, creando nuevos materiales, y contribuyendo a reducir la contaminación medio ambiental. "La mayor recompensa de nuestro trabajo no es lo que nos pagan por él, sino aquello en lo que nos convierte". John Ruskin Material compuesto (Composite) de caucho reciclado, fibras y resinas poliméricas. ABSTRACT This thesis deals with the design and development of a new facade construction material using recycled plastic (rubber pellets from used tires) for processing. The use of recycled materials for the development of new building materials, today is an added value which contributes both to the reduction of toxic waste, as well as the processing of products of good quality. The research derives from the need to understand what a plastic is, how they are produced, what the factors that allowed recycling are and what properties can be exploited to develop a new building material. In the prior art, were analyzed plastic aspects related to its composition, properties, typologies, production, consumption, European and Spanish legislation, recycling and energy recovery. To further analyze the materials developed from recycled plastics, from textiles to construction elements. With the knowledge gained from this previous analysis, we designed an experimental approach using recycled rubber and plaster derivatives as aggregates in a polymeric resin matrix reinforced with natural and synthetic fibers. The results obtained in physical and thermal testing, with the elements produced, showed that the material has excellent tensile strength and a low thermal conductivity. This research will serve as a precedent for the development of new materials and building systems, using recycled plastic aggregates in the manufacturing processes. Since it was found the enormous potential, creating new materials, and helping reduce environmental pollution. "The greatest reward of our work is not what we get paid for it, but what they make us."

Estudio experimental sobre la efectividad y la viabilidad de distintas soluciones constructivas para reducir la concentración de gas radón en edificaciones

El trabajo de investigación desarrollado que ha dado lugar a la realización de esta Tesis, aborda la protección de los edificios frente a la entrada de gas radón y su acumulación en los espacios habitados. Dicho gas (isótopo del radón Rn-222) es un elemento radiactivo que se genera, principalmente, en terrenos con altos contenidos de radio (terrenos graníticos por ejemplo). Su alto grado de movilidad permite que penetre en los edificios a través de los materiales de cerramiento del mismo (porosidad de los materiales, fisuras, grietas y juntas) y se acumule en su interior, donde puede ser inhalado en altas concentraciones. La Organización Mundial de la Salud, califica al radón como agente cancerígeno de grado 1. Según este Organismo, el radón es la segunda causa de contracción de cáncer pulmonar detrás del tabaco. Como respuesta a esta alarma, distintos estados ya han elaborado normativas en las que se proponen soluciones para que los niveles de concentración de radón no superen los valores recomendados por los organismos internacionales responsables de la protección radiológica. En España aún no existe normativa de protección frente a este agente cancerígeno causante de numerosas muertes, y es por tal motivo evidente la necesidad de aportar documentación técnica que ayude a las administraciones nacionales y locales a desarrollar dicha normativa para ajustarse a las recomendaciones europeas e internacionales sobre los niveles que no se deben superar y que, por otro lado, ya han contemplado una gran cantidad de países. Como principal aportación de este trabajo se muestran los resultados de reducción de concentración de gas radón de distintas soluciones constructivas enfocadas a frenar la entrada de gas radón al interior de los edificios haciendo uso de técnicas y materiales habituales en el ámbito de la construcción en España. Para ello, se han estudiado las efectividades de dichas soluciones, en lo referente a su capacidad para frenar la inmisión de radón, en un prototipo de vivienda construido al efecto en un terreno con altas concentraciones de radón. Las soluciones propuestas y ensayadas han sido el resultado de una labor de optimización de los sistemas estudiados en la bibliografía con el fin de adaptar las técnicas a los sistemas constructivos habituales en España y en concreto a la situación real del prototipo de vivienda construido en un lugar con contenidos de radón en terreno muy elevados. El trabajo incluye un capítulo inicial con los conceptos básicos necesarios para entender la problemática que supone habitar en espacios con altos contenidos de radón. ABSTRACT The research developed, which has led to the completion of this thesis, deal with the protection of buildings against entry of radon gas and its accumulation in the ocupated spaces. This gas (radon isotope Rn-222) is a radioactive element generated, mainly, in areas with high levels of radio (granitic terrain for example). Its high mobility allows entering in buildings through the enclosure materials of it (porosity of materials, cracks, crevices and joints) and accumulates inside, where it can be inhaled in high concentrations. The World Health Organization describes radon gas as a carcinogen agent in level 1. According to this Agency, radon is the second leading cause of lung cancer behind tobacco. In response to this alarm, some states have developed regulations that propose solutions to reduce radon concentration levels for not exceeding the values recommended by international agencies responsible in radiation protection. In Spain there is still no legislation to protect against this carcinogen element that cause numerous deaths, and for that reason it is evident the need to provide technical documentation to help the national and local governments to develop legislation for reaching the European and international levels recommendations. As the main contribution of this work are the results of reducing radon concentration using different constructive solutions aimed to stop radon entry in buildings, with techniques and materials common in Spain. To do this, effectiveness of such solutions, have been studied in terms of its ability to stop radon entry in a housing prototype built for this purpose in an area with high radon levels. The solutions proposed and tested have been the result of a process of optimization of systems studied in the literature in order to adapt the techniques to Spanish building material and, specifically, to the actual situation of housing prototype built in a place with high contents of radon in soil. The work includes an initial chapter with the basic concepts needed to understand the problem of living in areas with high levels of radon.

Parameter-based mechanism for unifying user interaction, applications and communication protocols

In the smart building control industry, creating a platform to integrate different communication protocols and ease the interaction between users and devices is becoming increasingly important. BATMP is a platform designed to achieve this goal. In this paper, the authors describe a novel mechanism for information exchange, which introduces a new concept, Parameter, and uses it as the common object among all the BATMP components: Gateway Manager, Technology Manager, Application Manager, Model Manager and Data Warehouse. Parameter is an object which represents a physical magnitude and contains the information about its presentation, available actions, access type, etc. Each component of BATMP has a copy of the parameters. In the Technology Manager, three drivers for different communication protocols, KNX, CoAP and Modbus, are implemented to convert devices into parameters. In the Gateway Manager, users can control the parameters directly or by defining a scenario. In the Application Manager, the applications can subscribe to parameters and decide the values of parameters by negotiating. Finally, a Negotiator is implemented in the Model Manager to notify other components about the changes taking place in any component. By applying this mechanism, BATMP ensures the simultaneous and concurrent communication among users, applications and devices.

Estudio de propiedades físicas de las rocas

El objetivo de este taller es mostrar a los alumnos mediante experiencias de laboratorio sencillas y de bajo coste algunas metodologías de estudio de las propiedades físicas de las rocas como material de construcción. Las propiedades físicas de las rocas determinan su uso y comportamiento tanto como materiales de construcción como soportes de obra civil. La determinación de las propiedades físicas complementan el estudio mineralógico y textural (petrográfico) de los materiales pétreos y naturales. Las propiedades petrofísicas más importantes que se abordan en este taller son el sistema poroso (porosidad); transporte de fluidos (permeabilidad, capilaridad); propiedades mecánicas (estáticas y dinámicas); la durabilidad de las rocas frente a las sales, hielo, ataque ácido, etc.

Thermal model for charring rate calculation in wooden cellular slabs under fire

Wood is a natural and traditional building material, as popular today as ever, and presents advantages. Physically, wood is strong and stiff, but compared with other materials like steel is light and flexible. Wood material can absorb sound very effectively and it is a relatively good heat insulator. But dry wood burns quite easily and produces a great deal of heat energy. The main disadvantage is the high level of combustion when exposed to fire, where the point at which it catches fire is from 200–400°C. After fire exposure, is need to determine if the charred wooden structures are safe for future use. Design methods require the use of computer modelling to predict the fire exposure and the capacity of structures to resist those action. Also, large or small scale experimental tests are necessary to calibrate and verify the numerical models. The thermal model is essential for wood structures exposed to fire, because predicts the charring rate as a function of fire exposure. The charring rate calculation of most structural wood elements allows simple calculations, but is more complicated for situations where the fire exposure is non-standard and in wood elements protected with other materials. In this work, the authors present different case studies using numerical models, that will help professionals analysing woods elements and the type of information needed to decide whether the charred structures are adequate or not to use. Different thermal models representing wooden cellular slabs, used in building construction for ceiling or flooring compartments, will be analysed and submitted to different fire scenarios (with the standard fire curve exposure). The same numerical models, considering insulation material inside the wooden cellular slabs, will be tested to compare and determine the fire time resistance and the charring rate calculation.

Thermal model for charring rate calculation in wooden cellular slabs under fire

Wood is a natural and traditional building material, as popular today as ever, and presents advantages. Physically, wood is strong and stiff, but compared with other materiais like steel is light and flexible. Wood material can absorb sound very effectively and it is a relatively good heat insulator. But dry wood does bum quite easily md produces a great deal ofheat energy. The main disadvantage is the high levei ofcombustion when exposed to fíre, where the point at which it catches fire is fi-om 200-400°C. After fu-e exposure, is need to determine if the charred wooden stmctures are safe for future use. Design methods require the use ofcomputer modelling to predict the fíre exposure and the capacity ofstructures to resist fhose action. Also, large or small scale experimental tests are necessary to calibrate and verify the numerical models. The thermal model is essential for wood stmctures exposed to fire, because predicts the charring rate as a fünction offire exposure. The charring rate calculation ofmost stmctural wood elements allows simple calculations, but is more complicated for situations where the fire exposure is non-standard and in wood elements protected with other materiais.

Patent artificial slate manufactory, Woodford Bridge, Essex : for covering roofs, fronts of houses, and bricks : also water pipes and gutters.

Amendment leaf between p. 16-17.

Public construction

Mode of access: Internet.

Ficcion de racionalidad: La memoria como operador mitico en las esteticas polares de Jorge Luis Borges y Jose Lezama Lima

The aesthetic placement and period designation of Jorge Luis Borges (1899–1986) and José Lezama Lima (1910–1976) are complicated issues among critics. Borges is considered a predecessor of the Latin American literary “boom,” but despite that taxonomy his work transcends that definition and provides a foundation for new trends, such as the “neobarroco” cultivated by Severo Sarduy. Lezama is considered part of the second wave of the “boom,” but his work feeds, stylistically, from the Spanish baroque. At the same time, Lezama's daring treatment of homoeroticism and his system of images place him after the “boom” in a narrative style that is postmodern. This study undertakes a revision of external and internal issues, revealing the key fictive elements that characterize both writers. Through discourse analysis, a poetic system is formulated, which incorporates features of the “neobarroco,” and postmodern narrative styles. ^ This dissertation uses a polar structure to analyze both poetic visions and finds that they are symmetrical. From this perspective, Borges and Lezama belong to the “core” of literature that centers its emphasis in the creation of a system versus other modes of writing in which mimetic function prevails. By doing this and by recycling world culture, they create postmodern myth: the new building material for Hispanic American literature. ^ There are a few studies that explore the works of Borges and Lezama within the context of Baroque aesthetics. This dissertation offers a comprehensive analysis that considers their poetic visions at large. Besides the difference in perspective, defined as macro-spatial in Borges and micro-spatial in Lezama, there are many similarities. Both writers question the cause and effect relationship and the use of metaphor. They share a redefinition of genre as well as a hedonistic approach to literature. This kinship in poetic vision is revealed through the polar method used for this study, which proposes a new form of aesthetic placement and period designation. ^