Fragile Spaces

This book consists of a range of essays covering the complex crises, tensions and dilemmas but also the positive potential in the meeting of Jews with Western culture. In numerous contexts and through the work of fascinating individuals and thinkers, the work examines some of the consequences of political, cultural and personal rupture, as well as the manifold ways in which various Jewish intellectuals, politicians (and occasionally spies!) sought to respond to these ruptures and carve out new, sometimes profound, sometimes fanciful, options of thought and action. It also delves critically into the attacks on liberal and Enlightenment humanism. In almost all the essays the fragility of things is palpably present and the book touches on some of the ironies, problematics and functions of responses to that condition. The work mirrors the author's ongoing fascination with the always fraught, fragile and creatively fecund confrontation of Jews (and others) with European modernity, its history, politics, culture and self-definition. In a time of increasing anxiety and feelings of fragility, this work may be helpful in understanding how people at an earlier (and sometimes contemporary) period sought to come to terms with a similar predicament

Evaluation of the marginal fit of three margin designs of resin composite crowns using CAD/CAM

OBJECTIVES: To examine the marginal fit of resin composite crowns manufactured with the CEREC 3 system employing three different margin designs; bevel, chamfer and shoulder, by means of a replica technique and a luting agent. METHODS: Three master casts were fabricated from an impression of a typodont molar tooth and a full-coverage crown prepared with a marginal finish of a bevel, a chamfer and a shoulder. Each cast was replicated 10 times (n = 10). Scanning of the replicas and crown designing was performed using the CEREC ScanTM system. The crowns were milled from Paradigm MZ100TM composite resin blocks. The marginal fit of the crowns was evaluated with a replica technique (AquasilTM LV, Dentsply), and with a resin composite cement (RelyXTM Unicem, AplicapTM) and measured with a travelling microscope. Statistical analysis was performed using two-way ANOVA. RESULTS: For the replica technique the average marginal gaps recorded were: Bevel Group 105±34 mm, Chamfer Group 94±27 mm and Shoulder Group 91±22 mm. For the resin composite cement the average marginal gaps were: Bevel Group 102±28 mm, Chamfer Group 91±11 mm and Shoulder Group 77±8 mm. Two-way ANOVA analysis showed that there was no statistically significant difference between the three groups of finishing lines regardless of the cementation technique used. CONCLUSIONS: The marginal gap of resin composite crowns manufactured with the CEREC 3 system is within the range of clinical acceptance, regardless of the finishing line prepared or the cementation technique used

An Estimate of the Yield Displacement of Coupled Walls for Seismic Design

A formula to estimate the yield displacement observed in the pushover analysis of coupled wall lateral force-resisting systems is presented. The estimate is based on the results of an analytical study of coupled walls ranging from 8 to 20 stories in height, with varied amounts of reinforcement in the reinforced concrete coupling beams and walls, subjected to first-mode pushover analysis. An example illustrates the application of these estimates to the performance-based seismic design of coupled walls

Dimensionamiento en rotura a flexión de secciones de hormigón armado. Un planteamiento compacto

This paper is an overview of the traditional method of strength design of reinforced concrete sections. The procedure, presented in the current textbooks, dates from the 50's of XX century and it can be simplified. In this work the approach is reformulated and presented in a more compact way, which implies a change both from the educational point of view and from the professional point of view of reinforced concrete. Theorem of Optimal Reinforcement of RC Sections confirms that the ingenious solutions proposed by Whitney and Wuczkowsky correspond to the minimum of a general problem that can be developed more rationally. Presenting the problem in compact form, using diagrams RSD allowed to choose alternative solutions of reinforcement with reduced environmental impact.Este artículo es una revisión general del procedimiento tradicional de dimensionamiento en rotura de secciones de hormigón armado. El procedimiento que recogen la mayor parte de los libros de texto actuales data de los años 50 del siglo XX y es susceptible de ser simplificado. En este artículo el planteamiento se reformula y se presenta de una manera más compacta, lo que supone un cambio tanto desde el punto de vista docente como desde el punto de vista profesional del hormigón armado. El Teorema de Armado a Flexión confirma que las ingeniosas soluciones propuestas por Whitney o Wuczkowsky, corresponden a los mínimos de un problema general que puede ser planteado de una forma más racional. El hecho de presentar el problema de forma compacta, empleando los diagramas RSD permite poder elegir soluciones alternativas de armado de menor impacto medioambiental

Ernst Jünger and the problem of Nihilism in the age of total war

As a singular witness and actor of the tumultuous twentieth century, Ernst Jünger remains a controversial and enigmatic figure known above all for his vivid autobiographical accounts of experience in the trenches of the First World War. This article will argue that throughout his entire oeuvre, from personal diaries to novels and essays, he never ceased to grapple with what he viewed as the central question of the age, namely that of the problem of nihilism and the means to overcome it. Inherited from Nietzsche’s diagnosis of Western civilization in the late nineteenth century to which he added an acute observation of the particular role of technology within it, Jünger would employ this lens to make sense of the seemingly absurd industrial slaughter of modern war and herald the advent of a new voluntarist and bellicist order that was to imminently sweep away timorous and decadent bourgeois societies obsessed with security and self-preservation. Jünger would ultimately see his expectations dashed, including by the forms of rule that National Socialism would take, and eventually retreated into a reclusive quietism. Yet he never abandoned his central problematique of nihilism, developing it further in exchanges with Martin Heidegger after the Second World War. And for all the ways in which he may have erred, his life-long struggle with meaning in the age of technique and its implications for war and security continue to make Jünger a valuable interlocutor of the present

Direct damage controlled seismic design of plane steel degrading frames

A new method for seismic design of plane steel moment resisting framed structures is developed. This method is able to control damage at all levels of performance in a direct manner. More specifically, the method: (a) can determine damage in any member or the whole of a designed structure under any given seismic load, (b) can dimension a structure for a given seismic load and desired level of damage and (c) can determine the maximum seismic load a designed structure can sustain in order to exhibit a desired level of damage. In order to accomplish these things, an appropriate seismic damage index is used that takes into account the interaction between axial force and bending moment at a section, strength and stiffness degradation as well as low cycle fatigue. Then, damage scales are constructed on the basis of extensive parametric studies involving a large number of frames exhibiting cyclic strength and stiffness degradation and a large number of seismic motions and using the above damage index for damage determination. Some numerical examples are presented to illustrate the proposed method and demonstrate its advantages against other methods of seismic design. © 2014, Springer Science+Business Media Dordrecht