How parties frame social citizenship and the inclusion of immigrants in Germany, Switzerland and the United Kingdom

Recent research on the transformation of West European party systems emphasises that cultural issues such as immigration have gained in importance besides the traditional socio-economic cleavage. While this literature shows that parties address not only cultural but also economic is-sues, it has paid less attention on whether parties combine cultural and economic issues. In this paper we focus on immigrants’ social rights by analysing if and how mainstream parties combine immigration and redistributive issues. Drawing on Faist (1995), we distinguish three different perspectives how political actors, here mainstream parties, might react to the welfare chauvinist claims that aim to restrict immigrants’ social rights. Our analysis relies on party manifestos in Germany, Switzerland and the United Kingdom between 1999 and 2011. The results of the anal-ysis indicate that variation is found among party families, in particular among the left. Even though the purpose of the paper is not to ‘prove’ that the populist challenge explains how the mainstream left-wing parties behave, the results allow nonetheless for interpreting mainstream parties’ strategic combination of welfare and immigration issues as a response to anti-immigration and anti-integration issues raised by populist challengers.

Investigating policy processes: The Governance Analytical Frame-work (GAF)

Societies develop ways of making decisions regarding collective problems, thereby creating norms, rules, and institutions; this is what governance is about. In policy research, governance has become an important focus of attention; but debates show a lack of clarity at the conceptual level and a confusion between the use of the concept for prescriptive and analytical purposes. The present article is based on the hypothesis that using a clarified, non-normative governance perspective in policy research can contribute to an improved understanding of political processes, including formal and unrecognised ones, those embedded in larger and smaller social systems, as well as both vertical and horizontal political arrangements. The paper is the result of a collaborative engagement with the concept of governance within several networks, leading to the development of the Governance Analytical Framework (GAF). The GAF is a practical methodology for investigating governance processes, based on five analytical tools: problems, actors, social norms, processes, and nodal points. Besides describing the conceptual sources and analytical purpose of these five tools, the paper presents examples of how the GAF can be operationalised.

Analytical frame for public policy implementation

"I don't think we truly understand how to implement. What does it mean to truly implement? Not the command center type that our culture is very good at, but a thorough planned systematic approach" (HP, 9.28.2011). This important question is asked by a clinician who works in a health care setting and who has experienced the implementation of a public policy. This case study applied the lessons learned from three generations of public policy research to a health care setting. As a result of the study an analytical frame was created as a guide to assess an organization's readiness for the implementation of a public policy.^

A refined Pliocene to early Pleistocene chronostratigraphic frame at ODP Hole 653A (West Mediterranean)

Two planktonic foraminiferal oxygen isotope records of ODP Hole 653A (Tyrrhenian Sea) are presented for the time period extending from approximately 0.8 to 3.0 Ma. Six, generally accepted, synchronous bioevents were used to precise the oxygen isotope chronology and to identify the oxygen isotope stages 22 down to 114. Subsequently, this oxygen isotope chronology was used to determine the synchronism or diachronism of various other biostratigraphic events with those recorded in the Singa and Ficarazzi land sections (Italy) and those in other DSDP/ODP sites. New results concern the diachronity of the FOD of the planktonic foraminiferal species N. atlantica, G.truncatulinoides truncatulinoides and G. inflata between ODP Hole 653A and the Italian landsections. Because many species entered the Mediterranean in short term fluxes, strongly related to the southward migration of cool North Atlantic surface waters, their time distribution through the Pliocene-Pleistocene generally corresponds to alternated intervals of presence and absence. This should explain most of the apparently diachronous appearances and disappearances. Alternating presence-absence patterns are of less importance for the various nannofossil events. The LOD of D. surculus occurs during the transition of stage 100 to 101 in both ODP Hole 653A and the Singa section, which is in perfect agreement with the disappearance of this species from the open ocean. The LOD of D. pentaradiatus in the Mediterranean occurs in stages 100-99, which seems to be consistent with the extinction of this species in the southern Hemisphere. G. oceanica, which corresponds to the 4 µm < Gephyrocapsa spp <5.5 µm is recorded in stages 65 to 64 at ODP Hole 653A. The Gephyrocapsa spp. >5.5 µm first occurred in stage 51 at Hole 653A, which fits within the uncertainty interval for this event stretching from stage 51 to 47 in the open ocean and seems therefore a useful tool for conventional biostratigraphy in the Mediterranean.

SIRGAS reference frame realization SIR11P01

To estimate the kinematics of the SIRGAS reference frame, the Deutsches Geodätisches Forschungsinstitut (DGFI) as the IGS Regional Network Associate Analysis Centre for SIRGAS (IGS RNNAC SIR), yearly computes a cumulative (multi-year) solution containing all available weekly solutions delivered by the SIRGAS analysis centres. These cumulative solutions include those models, standards, and strategies widely applied at the time in which they were computed and cover different time spans depending on the availability of the weekly solutions. This data set corresponds to the multi-year solution SIR11P01. It is based on the combination of the weekly normal equations covering the time span from 2000-01-02 (GPS week 1043) to 2011-04-16 (GPS week 1631), when the IGS08 reference frame was introduced. It refers to ITRF2008, epoch 2005.0 and contains 230 stations with 269 occupations. Its precision was estimated to be ±1.0 mm (horizontal) and ±2.4 mm (vertical) for the station positions, and ±0.7 mm/a (horizontal) and ±1.1 mm/a (vertical) for the constant velocities. Computation strategy and results are in detail described in Sánchez and Seitz (2011). The IGS RNAAC SIR computation of the SIRGAS reference frame is possible thanks to the active participation of many Latin American and Caribbean colleagues, who not only make the measurements of the stations available, but also operate SIRGAS analysis centres processing the observational data on a routine basis (more details in http://www.sirgas.org). The achievements of SIRGAS are a consequence of a successful international geodetic cooperation not only following and meeting concrete objectives, but also becoming a permanent and self-sustaining geodetic community to guarantee quality, reliability, and long-term stability of the SIRGAS reference frame. The SIRGAS activities are strongly supported by the International Association of Geodesy (IAG) and the Pan-American Institute for Geography and History (PAIGH). The IGS RNAAC SIR highly appreciates all this support.

Analysis of frame-compatible subsampling structures for efficient 3DTV broadcast

The evolution of the television market is led by 3DTV technology, and this tendency can accelerate during the next years according to expert forecasts. However, 3DTV delivery by broadcast networks is not currently developed enough, and acts as a bottleneck for the complete deployment of the technology. Thus, increasing interest is dedicated to ste-reo 3DTV formats compatible with current HDTV video equipment and infrastructure, as they may greatly encourage 3D acceptance. In this paper, different subsampling schemes for HDTV compatible transmission of both progressive and interlaced stereo 3DTV are studied and compared. The frequency characteristics and preserved frequency content of each scheme are analyzed, and a simple interpolation filter is specially designed. Finally, the advantages and disadvantages of the different schemes and filters are evaluated through quality testing on several progressive and interlaced video sequences.

Shaking table tests of a RC frame structure equipped with hysteretic dampers

This paper provides partial results of an on-going research aimed at investigating the seismic response of reinforced concrete (RC) frames equipped with hysteretic-type energy dissipating devices (EDD). From a prototype RC frame structure designed only for gravity loads, a test model scaled in geometry to 2/5 was defined and built in the Laboratory of Structures of the University of Granada. Four EDDs were installed in the test model to provide the same seismic resistance than a conventional RC bare frame designed for sustain gravity and seismic loads following current codes. The test model with EDDs was subjected to several seismic simulations with the shaking table of Laboratory of structures of the University of Granada. The test results provide empirical evidences on the efficiency of the EDDs to prevent damage on the main frame and concentrating the inelastic deformations on the EDDs.

Optimización y propuesta de sistema opaco de cerramiento multicapa ligero con estructura de light steel frame como alternativa competitiva a los sistemas de cerramientos tradicionales

En la actualidad, el crecimiento de la población y el desarrollo tecnológico de nuestros tiempos han originado novedosas formas de confort para los habitantes, lo cual a su vez se traduce en una demanda creciente de energía. No obstante, el concepto energético está llegando a la conciencia y es necesario adaptarse a la nueva situación, por lo tanto, es imprescindible el estudio y el aprovechamiento de nuevos sistemas constructivos de cerramientos, como pueden ser los cerramientos multicapas ligeros, que presentan características favorables para el ahorro en el consumo energético, y a su vez pueden ser industrializados, obteniendo beneficios, como la mejora de la calidad, el acortamiento de plazos constructivos, mayor seguridad, altas prestaciones, mayor ligereza, más espacio habitable, entre otros. El desarrollo de esta tesis doctoral esta centrado en definir tres propuestas de Cerramientos Multicapas Ligeros (CML) con estructura de light steel frame, analizando el comportamiento térmico y acústico, así como también el coste económico de las mismas, con el objetivo de demostrar que este tipo de sistema constructivo es una alternativa competitiva a los sistemas de Cerramientos Tradicionales y, que a su vez se puedan implementar en cualquier sistema constructivo y se puedan adaptar a los distintos ambientes climáticos que existen en España. Por otro lado, se han seleccionado tres Cerramientos Tradicionales, para llevar a cabo las distintas comparativas propuestas. La investigación se desarrolla en cinco grandes partes: La primera parte está formada por la justificación de la investigación y el planteamiento de los objetivos, así como también la hipótesis de partida y la metodología empleada. En la segunda parte se definen los antecedentes teóricos, divididos en tres temas: el cerramiento ? la fachada, la transmisión del calor y la transmisión del sonido en los cerramientos. También se realiza una síntesis del trabajo de investigación previo que he realizado ?Caracterización del comportamiento térmico de fachadas multicapas ligeras?, el cual sirve de base de partida para el desarrollo de esta tesis. Y por último, se desarrollan distintos temas relacionados con el Light Steel Frame (LSF), en donde se lleva a cabo una búsqueda de la documentación disponible sobre las investigaciones científico-tecnológicas, desde distintos puntos de vista: térmico, acústico, económico, estructural, en caso de incendio, industrialización y medioambiental ? sostenibilidad. Una vez realizados todos los puntos anteriores y para sintetizar la información, se lleva a cabo una clasificación de los sistemas de cerramientos que tienen como estructura el light steel frame, se analizan las ventajas e inconvenientes de cada uno de estos sistemas de la clasificación, llegando a unas conclusiones que sirven de base para definir las propuestas de Cerramientos Multicapas Ligeros. En la tercera parte, se definen los tres cerramientos tradicionales que se utilizan para realizar las comparativas con los cerramientos multicapas ligeros, definiendo las características de cada uno de los materiales y, también se desarrollan los criterios de diseño que deben cumplir los cerramientos multicapas ligeros, definiendo cada una de las tres muestras de ensayo de cerramientos multicapas ligeros. En la cuarta parte se lleva a cabo el análisis teórico ? experimental de las seis muestras de estudio, en donde, se realiza una investigación térmica basada en simulaciones y experimentaciones en células de ensayo e implementación de la termografía infrarroja. Por otro lado, se realiza también una investigación acústica desarrollando ensayos en laboratorio de aislamiento a ruido aéreo e intensimetría sonora. Y por último, se hace un análisis económico, tomando en cuenta las variables del coste de construcción, el consumo energético, el ahorro que supone la masa a la estructura y el espacio adicional que aporta este tipo de sistema constructivo a la superficie útil, para ello se plantean distintos escenarios de estudio. Una vez obtenidos los resultados de las diferentes investigaciones (térmica, acústica y económica), se llevan a cabo una serie de comparativas entre los cerramientos multicapas ligeros y los cerramientos tradicionales, y los cerramientos multicapas ligeros entre sí. En la quinta parte, se exponen las conclusiones derivadas de las distintas investigaciones y se realiza la comprobación de los objetivos propuestos y de la hipótesis de partida, destacando los hallazgos principales para cada situación y se presentan las líneas futuras de investigación que han ido surgiendo en el desarrollo de la tesis doctoral.

Discrimination of AE Signals From Friction and Concrete Cracking in a Reinforced Concrete Frame Subjected to Seismic Trainings

This paper shows the preliminary results of the development and application of a procedure to filter the Acoustic Emission (AE) signals to distinguish between AE signals coming from friction and AE signals coming from concrete cracking. These signals were recorded during the trainings of an experiment carried out on a reinforced concrete frame subjected to dynamic loadings with the shaking table of the University of Granada (Spain). Discrimination between friction and cracking AE signals is the base to develop a successful procedure and damage index based on AE testing for health monitoring of RC structures subjected to earthquakes.