Libertad y democracia en el discurso de Monseñor de Andrea : (1932-1946)

Resumen: Los conceptos de “libertad” y “democracia” que se presentan en los discursos de Monseñor Miguel de Andrea durante los años 1932 y 1946 fueron fundamentales para elaborar una estrategia comunicacional orientada a combatir el comunismo y defender los valores republicanos. Se parte de la premisa de que el discurso es una herramienta primordial para difundir ideas y pensamientos, formar opinión y movilizar a la acción. El carácter excepcional de Miguel de Andrea en el mundo eclesiástico e intelectual de su tiempo lo convierten en una figura clave en la defensa de la Constitución y la democracia del período de entreguerras.

Notable reacción europea ante otro intento laicista : El crucifijo en las escuelas italianas y la Corte de Estrasburgo (a propósito de la sentencia “Lautsi c. Italy”)

Resumen: Del mismo modo como hace no muchos años la ciudadanía europea se conmovió frente al planteo sobre las raíces cristianas en el momento de redactar la Constitución de la Unión Europea, dando lugar a numerosos discursos sobre la necesidad de no olvidar la verdadera cultura y enseñanza que había ennoblecido al Viejo Mundo, hace casi un año una sentencia proveniente de la Corte de Estrasburgo aplicable al Estado italiano, el caso “Lautsi c. Italy”, ha generado numerosas reacciones en diferentes sectores intelectuales permitiendo el desarrollo de notables argumentos que han intentado desenmascarar los verdaderos rostros que se encontraban velados detrás de los lugares comunes de la argumentación jurídico-política de los últimos dos siglos, especialmente los de laicidad, neutralidad, igualdad y libertad. De este modo la radicalización y desarrollo llevado al extremo de las premisas de la Ilustración ha mostrado su real fisonomía y consecuencia. Para tal propósito el análisis se concentra en la apelación a la Grande Chambre presentada por el Estado italiano y los sucesivos aportes provenientes de la doctrina europea, especialmente a través de valiosos Congresos y Jornadas dedicados a la problemática.

Flow-Induced Vibrations Of A Cylinder With Two Degrees Of Freedom Near Rigid Plane Boundary

Based on similarity analyses, the flow-induced vibrations of a near-wall cylinder with 2 degrees of freedom are investigated experimentally by employing a hydroelastic apparatus in conjunction with a flume. The cylinder's vibration amplitude, vibration frequency and vortex shedding frequency were measured and analyzed. The effects of gap-to-diameter ratio (e,ID) upon the vibration responses are further investigated. The experimental results indicate that, when the reduced velocity (Vr) is small (e.g. Vr = 1.2 similar to 2.6), only streamwise vibration occurs, and its frequency is quite close to its natural frequency in still water. When increasing Vr (e.g. Vr > 3.4), both streamwise and transverse vibrations of the near-wall cylinder may occur. In the examined range of gap-to-diameter ratio (0.42 < e(0)/D < 2.68), 2 vibration stages (in terms of Vr) of streamwise vibrations usually exist: First Streamwise Vibration (FSV) and Second Streamwise Vibration (SSV). In the SSV stage, the vortex shedding frequency may either undergo a jump to that of the streamwise vibration, or stay consistent with that of the transverse vibration. The amplitudes of transverse vibration are usually much larger than those of streamwise vibration for the same value of e(0)/D. The maximum amplitudes of both streamwise and transverse vibration get larger with the increase of e(0)/D (0.42 < e(0)/D < 2.68).

Conferencia "Culture, Freedom and Christianity", presentada por Alberto de Onaindia en el Congress for Cultural Freedom, celebrado en Berlín en 1950.

Fecha: 2-7-1950 / Unidad de instalación: Carpeta 45 - Expediente 2-27 / Nº de pág.: 6 (mecanografiadas)

Experimental Study on Flow Induced Vibration of a Cylinder with Two Degrees of Freedom Near a Rigid Wall

The flow-induced vibration of a cylinder with two degrees of freedom near a rigid wall under the action of steady flow is investigated experimentally. The vibration amplitude and frequency of the cylinder and the vortex shedding frequency at the wake flow region of the cylinder are measured. The influence of gap-to-diameter ratio upon the amplitude response is analyzed. The experimental results indicate that when the reduced velocity (Vr) is in the range of 1.2 < Vr < 2.6, only streamwise vibration with small amplitude occurs, whose frequency is quite close to its natural frequency in the still water. When the reduced velocity Vr > 3.4, both the streamwise and transverse vibrations of the cylinder occur. In this range, the amplitudes of transverse vibration are much larger than those of streamwise vibrations, and the amplitudes of the streamwise vibration also get larger than those at the range of 1.2 < Vr < 2.6. At the range of Vr > 3.4, the frequency of streamwise vibration undergoes a jump at certain values of Vr, at which the streamwise vibrating frequency is twice as much as the transverse one. However, when the streamwise vibration does not experience a jump, its frequency is the same as that of the transverse vibration. The maximum values of second streamwise and transverse vibration amplitudes increase with increasing gap-to-diameter ratios.

Physical Modeling And Parametric Study On Two-Degree-Of-Freedom Viv Of A Cylinder Near Rigid Wall

Unlike most previous studies on the transverse vortex-induced vibration(VIV) of a cylinder mainly under the wallfree condition (Williamson & Govardhan,2004),this paper experimentally investigates the vortex-induced vibration of a cylinder with two degrees of freedom near a rigid wall exposed to steady flow.The amplitude and frequency responses of the cylinder are discussed.The lee wake flow patterns of the cylinder undergoing VIV were visualized by employing the hydrogen bubble technique.The effects of the gap-to-diameter ratio (e0/D) and the mass ratio on the vibration amplitude and frequency are analyzed.Comparisons of VIV response of the cylinder are made between one degree (only transverse) and two degrees of freedom (streamwise and transverse) and those between the present study and previous ones.The experimental observation indicates that there are two types of streamwise vibration,i.e.the first streamwise vibration (FSV) with small amplitude and the second streamwise vibration (SSV) which coexists with transverse vibration.The vortex shedding pattem for the FSV is approximately symmetric and that for the SSV is alternate.The first streamwise vibration tends to disappear with the decrease of e0/D.For the case of large gap-to-diameter ratios (e.g.e0/D = 0.54～1.58),the maximum amplitudes of the second streamwise vibration and transverse one increase with the increasing gapto-diameter ratio.But for the case of small gap-to-diameter ratios (e.g.e0/D = 0.16,0.23),the vibration amplitude of the cylinder increases slowly at the initial stage (i.e.at small reduced velocity V,),and across the maximum amplitude it decreases quickly at the last stage (i.e.at large Vr).Within the range ofthe examined small mass ratio (m＜4),both streamwise and transverse vibration amplitude of the cylinder decrease with the increase of mass ratio for the fixed value of V,.The vibration range (in terms of Vr ) tends to widen with the decrease of the mass ratio.In the second streamwise vibration region,the vibration frequency of the cylinder with a small mass ratio (e.g.mx = 1.44) undergoes a jump at a certain Vr,.The maximum amplitudes of the transverse vibration for two-degree-of-freedom case is larger than that for one-degree-of-freedom case,but the transverse vibration frequency of the cylinder with two degrees of freedom is lower than that with one degree of freedom (transverse).

The steady-state response of multidegree-of-freedom systems with a spatially localized nonlinearity

This thesis is concerned with the dynamic response of a General multidegree-of-freedom linear system with a one dimensional nonlinear constraint attached between two points. The nonlinear constraint is assumed to consist of rate-independent conservative and hysteretic nonlinearities and may contain a viscous dissipation element. The dynamic equations for general spatial and temporal load distributions are derived for both continuous and discrete systems. The method of equivalent linearization is used to develop equations which govern the approximate steady-state response to generally distributed loads with harmonic time dependence.

The qualitative response behavior of a class of undamped chainlike structures with a nonlinear terminal constraint is investigated. It is shown that the hardening or softening behavior of every resonance curve is similar and is determined by the properties of the constraint. Also examined are the number and location of resonance curves, the boundedness of the forced response, the loci of response extrema, and other characteristics of the response. Particular consideration is given to the dependence of the response characteristics on the properties of the linear system, the nonlinear constraint, and the load distribution.

Numerical examples of the approximate steady-state response of three structural systems are presented. These examples illustrate the application of the formulation and qualitative theory. It is shown that disconnected response curves and response curves which cross are obtained for base excitation of a uniform shear beam with a cubic spring foundation. Disconnected response curves are also obtained for the steady-state response to a concentrated load of a chainlike structure with a hardening hysteretic constraint. The accuracy of the approximate response curves is investigated.

Stationary random response of multidegree-of-freedom systems

An approximate approach is presented for determining the stationary random response of a general multidegree-of-freedom nonlinear system under stationary Gaussian excitation. This approach relies on defining an equivalent linear system for the nonlinear system. Two particular systems which possess exact solutions have been solved by this approach, and it is concluded that this approach can generate reasonable solutions even for systems with fairly large nonlinearities. The approximate approach has also been applied to two examples for which no exact or approximate solutions were previously available.

Also presented is a matrix algebra approach for determining the stationary random response of a general multidegree-of-freedom linear system. Its derivation involves only matrix algebra and some properties of the instantaneous correlation matricies of a stationary process. It is therefore very direct and straightforward. The application of this matrix algebra approach is in general simpler than that of commonly used approaches.

Bergson e a criação artística

O pensamento de Bergson situa a estética no seio de uma filosofia da natureza, cujo princípio metafísico está longe de qualquer determinismo e do arbítrio do acaso, remetendo-se à irreversibilidade do tempo. Ao invés de disciplina intelectual que busca a natureza da beleza, trata-se, antes, de conduta vital, processo de diferenciação virtual rumo à posição de novidades radicais, podendo ou não desembocar na atividade artística. A arte não é, portanto, um conjunto de atributos atualmente dados ou a prática de habilidades específicas e, sim, um modo de ação que entrelaça os regimes do virtual e do atual sem permitir que a existência se sobreponha à consistência, realizando-se, inclusive, na sua própria abertura. Se o impulso da vida é o que comunica espírito e matéria, inserindo liberdade na necessidade, segue-se que a atividade artística é uma das vias em que desemboca o elã, ao lado dos seres vivos e da expressão mística. A individuação de uma obra implica certos graus de liberdade e níveis de consciência que não se explicam nem pela espécie, nem pelo indivíduo, já que sua contração intuitiva submete a duração do artista a tonalidades não psicológicas e a-subjetivas. Tocado por uma emoção criadora, vai-se realmente do Todo Aberto à colocação de novos mundos. O veículo de ação confunde-se com a própria ação, criatura com criador, de modo que o corpo artístico instaurado é puro transbordamento de vitalidade, consciência de si do tempo.