Quantification of plasma carnitine and acylcarnitines by high-performance liquid chromatography-tandem mass spectrometry using online solid-phase extraction

Carnitine is an amino acid derivative that plays a key role in energy metabolism. Endogenous carnitine is found in its free form or esterified with acyl groups of several chain lengths. Quantification of carnitine and acylcarnitines is of particular interest for screening for research and metabolic disorders. We developed a method with online solid-phase extraction coupled to high-performance liquid chromatography and tandem mass spectrometry to quantify carnitine and three acylcarnitines with different polarity (acetylcarnitine, octanoylcarnitine, and palmitoylcarnitine). Plasma samples were deproteinized with methanol, loaded on a cation exchange trapping column and separated on a reversed-phase C8 column using heptafluorobutyric acid as an ion-pairing reagent. Considering the endogenous nature of the analytes, we quantified with the standard addition method and with external deuterated standards. Solid-phase extraction and separation were achieved within 8 min. Recoveries of carnitine and acylcarnitines were between 98 and 105 %. Both quantification methods were equally accurate (all values within 84 to 116 % of target concentrations) and precise (day-to-day variation of less than 18 %) for all carnitine species and concentrations analyzed. The method was used successfully for determination of carnitine and acylcarnitines in different human samples. In conclusion, we present a method for simultaneous quantification of carnitine and acylcarnitines with a rapid sample work-up. This approach requires small sample volumes and a short analysis time, and it can be applied for the determination of other acylcarnitines than the acylcarnitines tested. The method is useful for applications in research and clinical routine.

Rapid determination of gemcitabine in plasma and serum using reversed-phase HPLC

Gemcitabine (2'2'-difluorodeoxycytidine) is a pyrimidine analog used in the treatment of a variety of solid tumors. After intravenous (i.v.) administration, it is rapidly inactivated to 2'-deoxy-2',2'-difluorouridine (dFdU). A sensitive analytical method for the quantitation of gemcitabine is required for the assessment of alternative dosage and treatment schemes. A rapid and robust RP-HPLC assay for analysis of gemcitabine in human and animal plasma and serum was developed and validated using 2'-deoxyuridine (dU) and 5-fluoro-2'-deoxyuridine (5FdU) as internal standards. It is based on protein precipitation, the use of an Atlantis dC18 column of 100 mm length (inner diameter, 4.6 mm; particle size, 3 microm) and isocratic elution using a 10 mM phosphate buffer, pH 3.0, followed by isocratic elution with the same buffer containing 3% of ACN. For gemcitabine, RSD values for intraday and interday precision were < 4.4 and 5.3%, respectively, the LOQ was 20 ng/mL, and the assay was linear in the range of 0.020-20 microg/mL with an accuracy of > or =89%. The recovery for gemcitabine, dU and 5FdU was 86-98%. The assay was applied to determine gemcitabine levels in plasma samples of patients collected during and shortly after conventional infusion of 25-30 mg/kg body mass (levels: 2.0-18.9 microg/mL) and rats that received lower doses (1.5 mg/kg) via i.v., subcutaneous and oral drug administration (levels: 0.20-2.60 microg/mL). It could also be applied to estimate dFdU levels in human plasma.

Four-window technique for measuring optical-phase-space-time-frequency tomography

A new approach, the four-window technique, was developed to measure optical phase-space-time-frequency tomography (OPSTFT). The four-window technique is based on balanced heterodyne detection with two local oscillator (LO) fields. This technique can provide independent control of position, momentum, time and frequency resolution. The OPSTFT is a Wigner distribution function of two independent Fourier transform pairs, phase-space and time-frequency. The OPSTFT can be applied for early disease detection.

Development of system separation strategy using synchrophasor data

In the current market system, power systems are operated at higher loads for economic reasons. Power system stability becomes a genuine concern in such operating conditions. In case of failure of any larger component, the system may become stressed. These events may start cascading failures, which may lead to blackouts. One of the main reasons of the major recorded blackout events has been the unavailability of system-wide information. Synchrophasor technology has the capability to provide system-wide real time information. Phasor Measurement Units (PMUs) are the basic building block of this technology, which provide the Global Positioning System (GPS) time-stamped voltage and current phasor values along with the frequency. It is being assumed that synchrophasor data of all the buses is available and thus the whole system is fully observable. This information can be used to initiate islanding or system separation to avoid blackouts. A system separation strategy using synchrophasor data has been developed to answer the three main aspects of system separation: (1) When to separate: One class support machines (OC-SVM) is primarily used for the anomaly detection. Here OC-SVM was used to detect wide area instability. OC-SVM has been tested on different stable and unstable cases and it is found that OC-SVM has the capability to detect the wide area instability and thus is capable to answer the question of “when the system should be separated”. (2) Where to separate: The agglomerative clustering technique was used to find the groups of coherent buses. The lines connecting different groups of coherent buses form the separation surface. The rate of change of the bus voltage phase angles has been used as the input to this technique. This technique has the potential to exactly identify the lines to be tripped for the system separation. (3) What to do after separation: Load shedding was performed approximately equal to the sum of power flows along the candidate system separation lines should be initiated before tripping these lines. Therefore it is recommended that load shedding should be initiated before tripping the lines for system separation.

Molecular characterization of a gene required for entry into S phase of the mitotic cell cycle in the yeast {\it Saccharomyces cerevisiae\/}

A strain of Saccaromyces cerevisiae (SC3B) with a temperature sensitive defect in the synthesis of DNA has been isolated. This defect is due to a single recessive mutation in a gene named INS1 required for the initiation of S phase. Arrested cells carrying the ins1$\sp{ts}$ allele are defective in the completion of G1 to S phase transition events including SPB duplication or separation, initiation of DNA synthesis, normal control of budding, and bud neck stability. The mutation and a gene which complements the mutation were mapped to chromosome IV. The complementing gene was proved to be the wild type allele of the temperature sensitive mutation by genetic linkage of an integrated clone. A very low abundance 4.2 kb RNA message was observed in the strain SC3B which increased greatly in this strain transformed with a multiple copy plasmid carrying the complementing clone. The wild type gene was sequenced and found to encode a 1268 amino acid protein of with a molecular weight of 142,655 Daltons. Computer assisted searches for similar DNA sequences revealed no significant homology matches. However, searches for protein sequence homology revealed a protein (the DIS3 gene product of S. pombe) with a similar sequence over a 534 amino acid stretch to the predicted INS1 gene product. A later search revealed a near identical sequence for a gene (SRK1) also isolated from S. cerevisiae. ^

Chemical studies of elements with Z ⩾ 104 in gas phase

Chemical investigations of superheavy elements in the gas-phase, i.e. elements with Z≥104Z≥104, allow assessing the influence of relativistic effects on their chemical properties. Furthermore, for some superheavy elements and their compounds quite unique gas-phase chemical properties were predicted. The experimental verification of these properties yields supporting evidence for a firm assignment of the atomic number. Prominent examples are the high volatility observed for HsO4 or the very weak interaction of Cn with gold surfaces. The unique properties of HsO4 were exploited to discover the doubly-magic even–even nucleus 270Hs and the new isotope 271Hs. The combination of kinematic pre-separation and gas-phase chemistry allowed gaining access to a new class of relatively fragile compounds, the carbonyl complexes of elements Sg through Mt. A not yet resolved issue concerns the interaction of Fl with gold surfaces. While competing experiments agree on the fact that Fl is a volatile element, there are discrepancies concerning its adsorption on gold surfaces with respect to its daughter Cn. The elucidation of these and other questions amounts to the fascination that gas-phase chemical investigations exert on current research at the extreme limits of chemistry today.

Focal Epilepsy: MR Imaging of Nonhemodynamic Field Effects by Using a Phase-cycled Stimulus-induced Rotary Saturation Approach with Spin-Lock Preparation.

Purpose To investigate whether nonhemodynamic resonant saturation effects can be detected in patients with focal epilepsy by using a phase-cycled stimulus-induced rotary saturation (PC-SIRS) approach with spin-lock (SL) preparation and whether they colocalize with the seizure onset zone and surface interictal epileptiform discharges (IED). Materials and Methods The study was approved by the local ethics committee, and all subjects gave written informed consent. Eight patients with focal epilepsy undergoing presurgical surface and intracranial electroencephalography (EEG) underwent magnetic resonance (MR) imaging at 3 T with a whole-brain PC-SIRS imaging sequence with alternating SL-on and SL-off and two-dimensional echo-planar readout. The power of the SL radiofrequency pulse was set to 120 Hz to sensitize the sequence to high gamma oscillations present in epileptogenic tissue. Phase cycling was applied to capture distributed current orientations. Voxel-wise subtraction of SL-off from SL-on images enabled the separation of T2* effects from rotary saturation effects. The topography of PC-SIRS effects was compared with the seizure onset zone at intracranial EEG and with surface IED-related potentials. Bayesian statistics were used to test whether prior PC-SIRS information could improve IED source reconstruction. Results Nonhemodynamic resonant saturation effects ipsilateral to the seizure onset zone were detected in six of eight patients (concordance rate, 0.75; 95% confidence interval: 0.40, 0.94) by means of the PC-SIRS technique. They were concordant with IED surface negativity in seven of eight patients (0.88; 95% confidence interval: 0.51, 1.00). Including PC-SIRS as prior information improved the evidence of the standard EEG source models compared with the use of uninformed reconstructions (exceedance probability, 0.77 vs 0.12; Wilcoxon test of model evidence, P < .05). Nonhemodynamic resonant saturation effects resolved in patients with favorable postsurgical outcomes, but persisted in patients with postsurgical seizure recurrence. Conclusion Nonhemodynamic resonant saturation effects are detectable during interictal periods with the PC-SIRS approach in patients with epilepsy. The method may be useful for MR imaging-based detection of neuronal currents in a clinical environment. (©) RSNA, 2016 Online supplemental material is available for this article.

Computer simulation of electrophoretic aspects of enantiomer migration and separation in capillary electrochromatography with a neutral selector.

A computer simulation study describing the electrophoretic separation and migration of methadone enantiomers in presence of free and immobilized (2-hydroxypropyl)-β-CD is presented. The 1:1 interaction of methadone with the neutral CD was simulated by using experimentally determined mobilities and complexation constants for the complexes in a low-pH BGE comprising phosphoric acid and KOH. The use of complex mobilities represents free solution conditions with the chiral selector being a buffer additive, whereas complex mobilities set to zero provide data that mimic migration and separation with the chiral selector being immobilized, that is CEC conditions in absence of unspecific interaction between analytes and the chiral stationary phase. Simulation data reveal that separations are quicker, electrophoretic displacement rates are reduced, and sensitivity is enhanced in CEC with on-column detection in comparison to free solution conditions. Simulation is used to study electrophoretic analyte behavior at the interface between sample and the CEC column with the chiral selector (analyte stacking) and at the rear end when analytes leave the environment with complexation (analyte destacking). The latter aspect is relevant for off-column analyte detection in CEC and is described here for the first time via the dynamics of migrating analyte zones. Simulation provides insight into means to counteract analyte dilution at the column end via use of a BGE with higher conductivity. Furthermore, the impact of EOF on analyte migration, separation, and detection for configurations with the selector zone being displaced or remaining immobilized under buffer flow is simulated. In all cases, the data reveal that detection should occur within or immediately after the selector zone.

Is maternal separation anxiety associated with school readiness?

Background. Increasing rates of maternal employment highlight the need for non-maternal child care for infants at an earlier age. Several studies have shown that employment induced maternal depression or psychological distress is associated with the child's socio-emotional and cognitive development. However, separation anxiety, a common phenomenon observed among employed mothers during early years, has seldom been studied. Therefore, the purpose of this study was to evaluate the role of maternal separation anxiety in the child's cognitive development.^ Methods. Data were obtained from Phase I (birth to 36 months) of the National Institute of Child Health and Human Development, Study of Early Child Care and Youth Development (NICHD SECCYD). Bivariate and multivariate analyses were performed to determine the association between separation anxiety groups and child outcomes. Multivariate analysis was also used to examine the mediating and/or moderating effect of sensitivity and moderating effect of difficult temperament.^ Results. Separation anxiety showed a negative association with the Bracken, attachment security, maternal sensitivity and psychological state. Children whose mothers never reported high levels of separation anxiety showed higher levels of school readiness and attachment security compared to those whose mothers experienced high levels of separation anxiety at least once. There was a significant interaction between separation anxiety and maternal sensitivity for the Bracken and attachment security indicating the moderating effect of sensitivity. Maternal sensitivity was also found to partially mediate the association between high levels of separation anxiety and school readiness or attachment security. However, the interaction between difficult temperament and separation anxiety was not significant for any of the child outcomes. ^ Conclusions. High levels of separation anxiety have a negative impact on school readiness, attachment security, maternal sensitivity and psychological state. In addition, mothers who experience high levels of separation anxiety but are sensitive during the mother-child interaction have children with high school readiness and attachment security compared to those who are less sensitive.^ Keywords. Maternal separation anxiety, School readiness. ^

Residuos sólidos urbanos (RSU). Aproximaciones sociológicas al medio ambiente : La gestión de los RSU en Argentina : el caso del Programa de Separación de Basura en Origen implementado por la Municipalidad de La Plata. Opiniones, actitudes y prácticas de los ciudadanos en torno al medio ambiente y al RSU

Habiéndose instalado como principio operativo hegemónico a nivel mundial, la perspectiva del desarrollo sustentable rige actualmente las políticas medioambientales en Argentina. La gestión integral de residuos sólidos urbanos (GIRSU) es consecuente con la idea de compatibilidad entre conservación del medio ambiente y crecimiento económico que postula el desarrollo sustentable. La Estrategia Nacional que busca instalarla en el país menciona una serie de fases dentro de las cuales se encuentra la segregación en origen. Por lo tanto, el programa de Separación de basura en origen implementado por la Municipalidad de La Plata desde 2008, parecería responder a dicha propuesta. Sin embargo, la ausencia de un marco normativo correspondiente y de una política que contemple la totalidad de las etapas de gestión de la basura, hacen del programa una fase operativa desvinculada del proceso global de GIRSU. Entonces, partiendo del enfoque conceptual de la Sociología Medioambiental, esta investigación busca dar cuenta del posicionamiento actual de la población respecto de la cuestión del medio ambiente y del RSU a través de reconocer las opiniones, actitudes y prácticas de los ciudadanos de La Plata en torno al ambiente en general y al RSU en particular en el marco del programa de separación de basura en origen. Mediante la indagación de la opinión pública a través de un cuestionario semiestructurado, se llega a la conclusión de que existe entre la población de La Plata un alto conocimiento aunque escasa participación en el Programa de Separación de Basura en Origen. Sin embargo, el alto porcentaje de población que realiza un tipo alternativo de segregación de basura domiciliaria, demuestra una fuerte predisposición entre la población frente a dicha práctica. Por otro lado, si bien la población sostiene un discurso y unas prácticas altamente conservacionistas, los 3 mismos no implican necesariamente una conciencia y prácticas activas de índole conservacionista, no existiendo un activismo conservacionista propiamente dicho

Residuos sólidos urbanos (RSU). Aproximaciones sociológicas al medio ambiente : La gestión de los RSU en Argentina : el caso del Programa de Separación de Basura en Origen implementado por la Municipalidad de La Plata. Opiniones, actitudes y prácticas de los ciudadanos en torno al medio ambiente y al RSU

Habiéndose instalado como principio operativo hegemónico a nivel mundial, la perspectiva del desarrollo sustentable rige actualmente las políticas medioambientales en Argentina. La gestión integral de residuos sólidos urbanos (GIRSU) es consecuente con la idea de compatibilidad entre conservación del medio ambiente y crecimiento económico que postula el desarrollo sustentable. La Estrategia Nacional que busca instalarla en el país menciona una serie de fases dentro de las cuales se encuentra la segregación en origen. Por lo tanto, el programa de Separación de basura en origen implementado por la Municipalidad de La Plata desde 2008, parecería responder a dicha propuesta. Sin embargo, la ausencia de un marco normativo correspondiente y de una política que contemple la totalidad de las etapas de gestión de la basura, hacen del programa una fase operativa desvinculada del proceso global de GIRSU. Entonces, partiendo del enfoque conceptual de la Sociología Medioambiental, esta investigación busca dar cuenta del posicionamiento actual de la población respecto de la cuestión del medio ambiente y del RSU a través de reconocer las opiniones, actitudes y prácticas de los ciudadanos de La Plata en torno al ambiente en general y al RSU en particular en el marco del programa de separación de basura en origen. Mediante la indagación de la opinión pública a través de un cuestionario semiestructurado, se llega a la conclusión de que existe entre la población de La Plata un alto conocimiento aunque escasa participación en el Programa de Separación de Basura en Origen. Sin embargo, el alto porcentaje de población que realiza un tipo alternativo de segregación de basura domiciliaria, demuestra una fuerte predisposición entre la población frente a dicha práctica. Por otro lado, si bien la población sostiene un discurso y unas prácticas altamente conservacionistas, los 3 mismos no implican necesariamente una conciencia y prácticas activas de índole conservacionista, no existiendo un activismo conservacionista propiamente dicho

Residuos sólidos urbanos (RSU). Aproximaciones sociológicas al medio ambiente : La gestión de los RSU en Argentina : el caso del Programa de Separación de Basura en Origen implementado por la Municipalidad de La Plata. Opiniones, actitudes y prácticas de los ciudadanos en torno al medio ambiente y al RSU

Habiéndose instalado como principio operativo hegemónico a nivel mundial, la perspectiva del desarrollo sustentable rige actualmente las políticas medioambientales en Argentina. La gestión integral de residuos sólidos urbanos (GIRSU) es consecuente con la idea de compatibilidad entre conservación del medio ambiente y crecimiento económico que postula el desarrollo sustentable. La Estrategia Nacional que busca instalarla en el país menciona una serie de fases dentro de las cuales se encuentra la segregación en origen. Por lo tanto, el programa de Separación de basura en origen implementado por la Municipalidad de La Plata desde 2008, parecería responder a dicha propuesta. Sin embargo, la ausencia de un marco normativo correspondiente y de una política que contemple la totalidad de las etapas de gestión de la basura, hacen del programa una fase operativa desvinculada del proceso global de GIRSU. Entonces, partiendo del enfoque conceptual de la Sociología Medioambiental, esta investigación busca dar cuenta del posicionamiento actual de la población respecto de la cuestión del medio ambiente y del RSU a través de reconocer las opiniones, actitudes y prácticas de los ciudadanos de La Plata en torno al ambiente en general y al RSU en particular en el marco del programa de separación de basura en origen. Mediante la indagación de la opinión pública a través de un cuestionario semiestructurado, se llega a la conclusión de que existe entre la población de La Plata un alto conocimiento aunque escasa participación en el Programa de Separación de Basura en Origen. Sin embargo, el alto porcentaje de población que realiza un tipo alternativo de segregación de basura domiciliaria, demuestra una fuerte predisposición entre la población frente a dicha práctica. Por otro lado, si bien la población sostiene un discurso y unas prácticas altamente conservacionistas, los 3 mismos no implican necesariamente una conciencia y prácticas activas de índole conservacionista, no existiendo un activismo conservacionista propiamente dicho

(Table 2, page 725) Solid phase chemistry of ferromanganese precipitates from Nova Scotian lakes

Sediments associated with freshwater ferromanganese concretions in Lake Charlotte, Nova Scotia, contained microscopic precipitates of manganese and iron. These precipitates were dispersed throughout the sediment and were as rich in nickel, cobalt, and copper as deep sea concretions. In addition, the development of the precipitates appeared to be associated with the microbial oxidation of manganese. Results from the deployment of poisoned and unpoisoned dialysis probes or peepers demonstrated that microbial manganese oxidation and nickel binding were closely associated, causing a fivefold enhancement of abiotic processes such as adsorption.

Influencia de las condiciones de ejecución en la resistencia de anclajes en convencional y autocompactante

A través de los años las estructuras de hormigón armado han ido aumentando su cuota de mercado, sustituyendo a las estructuras de fábrica de piedra o ladrillo y restándole participación a las estructuras metálicas. Uno de los primeros problemas que surgieron al ejecutar las estructuras de hormigón armado, era cómo conectar una fase de una estructura de este tipo a una fase posterior o a una modificación posterior. Hasta los años 80-90 las conexiones de una fase de una estructura de hormigón armado, con otra posterior se hacían dejando en la primera fase placas de acero con garrotas embebidas en el hormigón fresco o barras grifadas recubiertas de poliestireno expandido. Una vez endurecido el hormigón se podían conectar nuevas barras, para la siguiente fase mediante soldadura a la placa de la superficie o enderezando las barras grifadas, para embeberlas en el hormigón fresco de la fase siguiente. Estos sistemas requerían conocer la existencia y alcance de la fase posterior antes de hormigonar la fase previa. Además requerían un replanteo muy exacto y complejo de los elementos de conexión. Otro problema existente en las estructuras de hormigón era la adherencia de un hormigón fresco a un hormigón endurecido previamente, ya que la superficie de contacto de ambos hormigones suponía un punto débil, con una adherencia baja. A partir de los años 80, la industria química de la construcción experimentó un gran avance en el desarrollo de productos capaces de generar una buena adherencia sobre el hormigón endurecido. Este avance tecnológico tenía aplicación tanto en la adherencia del hormigón fresco sobre el hormigón endurecido, como en la adherencia de barras post-instaladas en agujeros de hormigón endurecido. Este sistema se denominó “anclajes adherentes de barras de acero en hormigón endurecido”. La forma genérica de ejecutarlos es hacer una perforación cilíndrica en el soporte de hormigón, con una herramienta especifica como un taladro, limpiar la perforación, llenarla del material adherente y finalmente introducir la barra de acero. Los anclajes adherentes se dividen en anclajes cementosos y anclajes químicos, siendo estos últimos los más habituales, fiables, resistentes y fáciles de ejecutar. El uso del anclaje adherente de barras de acero en hormigón endurecido se ha extendido por todo el espectro productivo, siendo muy habitual tanto en construcción de obras de hormigón armado de obra civil y edificación, como en obras industriales, instalaciones o fijación de elementos. La ejecución de un anclaje de una barra de acero en hormigón endurecido depende de numerosas variables, que en su conjunto, o de forma aislada pueden afectar de forma notable a la resistencia del anclaje. Nos referimos a variables de los anclajes, que a menudo no se consideran tales como la dirección de la perforación, la máquina de perforación y el útil de perforación utilizado, la diferencia de diámetros entre el diámetro del taladro y la barra, el tipo de material de anclaje, la limpieza del taladro, la humedad del soporte, la altura del taladro, etc. La utilización en los últimos años de los hormigones Autocompactables, añade una variable adicional, que hasta ahora apenas ha sido estudiada. En línea con lo apuntado, la presente tesis doctoral tiene como objetivo principal el estudio de las condiciones de ejecución en la resistencia de los anclajes en hormigón convencional y autocompactable. Esta investigación se centra principalmente en la evaluación de la influencia de una serie de variables sobre la resistencia de los anclajes, tanto en hormigón convencional como en un hormigón autocompactable. Para este estudio ha sido necesaria la fabricación de dos soportes de hormigón sobre los cuales desarrollar los ensayos. Uno de los bloques se ha fabricado con hormigón convencional y el otro con hormigón autocompactable. En cada pieza de hormigón se han realizado 174 anclajes con barras de acero, variando los parámetros a estudiar, para obtener resultados de todas las variables consideradas. Los ensayos a realizar en ambos bloques son exactamente iguales, para poder comparar la diferencia entre un anclaje en un soporte de hormigón con vibrado convencional (HVC) y un hormigón autocompactante (HAC). De cada tipo de ensayo deseado se harán dos repeticiones en la misma pieza. El ensayo de arrancamiento de las barras se realizara con un gato hidráulico hueco, con un sistema de instrumentación de lectura y registro de datos en tiempo real. El análisis de los resultados, realizado con una potente herramienta estadística, ha permitido determinar y evaluar numéricamente la influencia de los variables consideradas en la resistencia de los anclajes realizados. Así mismo ha permitido diferenciar los resultados obtenidos en los hormigones convencionales y autocompactantes, tanto desde el punto de vista de la resistencia mecánica, como de las deformaciones sufridas en el arrancamiento. Se define la resistencia mecánica de un anclaje, como la fuerza desarrollada en la dirección de la barra, para hacer su arrancamiento del soporte. De la misma forma se considera desplazamiento, a la separación entre un punto fijo de la barra y otro del soporte, en la dirección de la barra. Dichos puntos se determinan cuando se ha terminado el anclaje, en la intersección de la superficie plana del soporte, con la barra. Las conclusiones obtenidas han permitido establecer qué variables afectan a la ejecución de los anclajes y en qué cuantía lo hacen, así como determinar la diferencia entre los anclajes en hormigón vibrado convencional y hormigón autocompactante, con resultados muy interesantes, que permiten valorar la influencia de dichas variables. Dentro de las conclusiones podemos destacar tres grupos, que denominaremos como de alta influencia, baja influencia y sin influencia. En todos los casos hay que hacer el estudio en términos de carga y de desplazamiento. Podemos considerar como de alta influencia, en términos de carga las variables de máquina de perforación y el material de anclaje. En términos de desplazamiento podemos considerar de alta influencia además de la máquina de perforación y el material de anclaje, el diámetro del taladro, así como la limpieza y humedad del soporte. Podemos considerar de baja influencia, en términos de carga las variables de tipo de hormigón, dirección de perforación, limpieza y humedad del soporte. En términos de desplazamiento podemos considerar de baja influencia el tipo de hormigón y la dirección de perforación. Podemos considerar en el apartado de “sin influencia”, en términos de carga las variables de diámetro de perforación y altura del taladro. En términos de desplazamiento podemos considerar como “sin influencia” la variable de altura del taladro. Podemos afirmar que las diferencias entre los valores de carga aumentan de forma muy importante en términos de desplazamiento. ABSTRACT Over the years the concrete structures have been increasing their market share, replacing the masonry structures of stone or brick and subtracting as well the participation of the metallic structures. One of the first problems encountered in the implementing of the reinforced concrete structures was connecting a phase structure of this type at a later stage or a subsequent amendment. Until the 80s and 90s the connections of one phase of a reinforced concrete structure with a subsequent first phase were done by leaving the steel plates embedded in the fresh concrete using hooks or bent bars coated with expanded polystyrene. Once the concrete had hardened new bars could be connected to the next stage by welding them to the surface plate or by straightening the bent bars to embed them in the fresh concrete of the next phase. These systems required a previous knowledge of the existence and scope of the subsequent phase before concreting the previous one. They also required a very precise and complex rethinking of the connecting elements. Another existing problem in the concrete structures was the adhesion of a fresh concrete to a previously hardened concrete, since the contact surface of both concretes leaded to a weak point with low adherence. Since the 80s, the chemicals construction industry experienced a breakthrough in the development of products that generate a good grip on the concrete. This technological advance had its application both in the grip on one hardened fresh concrete and in the adhesion of bar post-installed in holes of hardened concrete. This system was termed as adherent anchors of steel bars in hardened concrete. The generic way of executing this system is by firstly drilling a cylindrical hole in the concrete support using a specific tool such as a drill. Then, cleaning the bore and filling it with bonding material to lastly, introduce the steel bar. These adherent anchors are divided into cement and chemical anchors, the latter being the most common, reliable, durable and easy to run. The use of adhesive anchor of steel bars in hardened concrete has spread across the production spectrum turning itself into a very common solution in both construction of reinforced concrete civil engineering and construction, and industrial works, installations and fixing elements as well. The execution of an anchor of a steel bar in hardened concrete depends on numerous variables which together or as a single solution may significantly affect the strength of the anchor. We are referring to variables of anchors which are often not considered, such as the diameter difference between the rod and the bore, the drilling system, cleansing of the drill, type of anchor material, the moisture of the substrate, the direction of the drill, the drill’s height, etc. During recent years, the emergence of self-compacting concrete adds an additional variable which has hardly been studied so far. According to mentioned this thesis aims to study the main performance conditions in the resistance of conventional and self-compacting concrete anchors. This research is primarily focused on the evaluation of the influence of several variables on the strength of the anchoring, both in conventional concrete and self-compacting concrete. In order to complete this study it has been required the manufacture of two concrete supports on which to develop the tests. One of the blocks has been manufactured with conventional concrete and the other with self-compacting concrete. A total of 174 steel bar anchors have been made in each one of the concrete pieces varying the studied parameters in order to obtain results for all variables considered. The tests to be performed on both blocks are exactly the same in order to compare the difference between an anchor on a stand with vibrated concrete (HVC) and a self-compacting concrete (SCC). Each type of test required two repetitions in the same piece. The pulling test of the bars was made with a hollow jack and with an instrumentation system for reading and recording data in real time. The use of a powerful statistical tool in the analysis of the results allowed to numerically determine and evaluate the influence of the variables considered in the resistance of the anchors made. It has likewise enabled to differentiate the results obtained in the self-compacting and conventional concretes, from both the outlook of the mechanical strength and the deformations undergone by uprooting. The mechanical strength of an anchor is defined as the strength undergone in a direction of the bar to uproot it from the support. Likewise, the movement is defined as the separation between a fixed point of the bar and a fixed point from the support considering the direction of the bar. These points are only determined once the anchor is finished, with the bar, at the intersection in the flat surface of the support. The conclusions obtained have established which variables affect the execution of the anchors and in what quantity. They have also permitted to determine the difference between the anchors in vibrated concrete and selfcompacting concrete with very interesting results that also allow to assess the influence of these mentioned variables. Three groups are highlighted among the conclusions called high influence, low influence and no influence. In every case is necessary to perform the study in terms of loading and movement. In terms of loading, there are considered as high influence two variables: drilling machinery and anchorage material. In terms of movement, there are considered as high influence the drilling diameter and the cleaning and moisture of the support, besides the drilling machinery and the anchorage material. Variables such as type of concrete, drilling direction and cleaning and moisture of the support are considered of low influence in terms of load. In terms of movement, the type of concrete and the direction of the drilling are considered variables of low influence. Within the no influence section in terms of loading, there are included the diameter of the drilling and the height of the drill. In terms of loading, the height of the drill is considered as a no influence variable. We can affirm that the differences among the loading values increase significantly in terms of movement.

Casa Huarte: José Antonio Corrales y Ramón Vázquez Molezún. El concepto de lo experimental en el ámbito doméstico

Se plantea aquí el estudio de la Casa Huarte (1966) como un experimento doméstico -así lo concibió el matrimonio Huarte desde la libertad de acción y la entrega al talento de los arquitectos- que sintetizó los principios de los proyectos de la primera etapa de la obra de José Antonio Corrales (1921-2010) y Ramón Vázquez Molezún (1922-1993): paisaje construido, topografía modificada, basamento pesado y arraigado, cubierta ligera flotante y abstracción compositiva. La considerada vivienda experimental del siglo XX estaba asociada a estructuras familiares reducidas, como mucho formadas por un matrimonio con dos hijos. La Casa Huarte, sin embargo, pertenece a un grupo no reconocido de viviendas experimentales de gran formato, que aportaban -en entornos de vida socio-familiar no convencionales- una complejidad funcional, espacial y de relaciones interpersonales que la vivienda mínima no tenía. La Casa Huarte supuso un punto de inflexión en la carrera de Corrales y Molezún, culminando una primera etapa donde se concentraron sus obras más destacadas: Instituto en Herrera de Pisuerga (1956), Residencia de Miraflores (1958) y Pabellón de Bruselas, en sus versiones belga (1958) y española (1959). El proyecto de la Casa Huarte adelantó estrategias que aplicarían en proyectos posteriores -dinamismo del plano horizontal, visuales diagonales, entrada tangencial- y culminó la evolución de un tipo de vivienda que Corrales y Molezún comenzaron a investigar diez años antes. Entre 1956 y 1961 proyectaron cuatro viviendas (Casa Remírez Escudero, Casa Álvarez Mon, Casa Gómez Acebo y Casa Cela) que anticiparon soluciones y situaciones presentes y perfeccionadas en la Casa Huarte. Corrales aseguraba que si la vida es contradictoria la arquitectura también debería serlo. La Casa Huarte es compleja y contradictoria funcional y espacialmente, homogeneizada por una imagen exterior rotunda y atractiva de juegos de volúmenes maclados. El proyecto se muestra así de contundente detrás de habilidosas maniobras tectónicas que ocultan las muchas complejidades y contradicciones aparentemente inapreciables. Estas maniobras confunden la imagen que de la casa se tiene. Debajo de su manto cerámico de reminiscencias vernáculas - híbrido de casa castellana y arquitectura nórdica- se esconde una obra de arquitectura avanzada tecnológicamente. La tesis se desarrolla en cuatro apartados denominados procesos, por lo que tienen de secuencia en el desarrollo de la investigación. Estos procesos son: proceso descriptivo, proceso analítico, proceso interpretativo y proceso poético. Después del necesario e introductorio proceso descriptivo, el cuerpo central de la tesis -que contiene los procesos analítico, interpretativo y poético- sigue un guión marcado por la defensa de la categoría experimental de la Casa Huarte. Se han tratado los conceptos más característicos de la vivienda, desde los más generales a los más específicos divididos en cuatro grupos: Composición, volumen y espacio; El patio como lugar; El jardín: horizonte construido; Domesticidad del mundo interior; y Euritmia: materia y espíritu Molezún aseguraba que para entender una obra de arquitectura había que dibujarla. La Casa Huarte ha sido redibujada en sus tres etapas fundamentales: el proyecto de ejecución (marzo 1965), la casa acabada (noviembre 1966) y el estado actual (2012). El estudio y análisis se centra en la casa construida, por ser la realidad tridimensional en que el proyecto se nos manifiesta. La documentación gráfica del estado actual de la vivienda es inédita y ha sido posible gracias a múltiples inspecciones de la Casa Huarte en visitas facilitadas por las hijas de Jesús Huarte, actuales propietarias de la vivienda. Esta documentación nos permite constatar las alteraciones sobre la obra construida y conocer que modificaciones serían necesarias para recuperar el estado original de la casa. La Casa Huarte es una obra singular, una de las cinco viviendas unifamiliares pertenecientes a la Arquitectura del Movimiento Moderno en España y Portugal de mayor interés registrada por el Docomomo Internacional. Su futuro es incierto, se encuentra deshabitada y en venta. La familia Huarte ha cumplido con creces la misión de conservar su patrimonio. Es pertinente reivindicar su vigencia como obra de referencia de la arquitectura española del siglo XX, y, de esa manera, evitar que caiga en el olvido y el abandono. ABSTRACT The Huarte House (1966) will be analysed as a domestic experiment – that is how the Huarte’s conceived it, putting their faith in the architects – that synthesized the principles from the projects of the first phase of the work of Jose Antonio Corrales (1921-2010) and Ramón Vázquez Molezún (1922-1993): built landscape, modified topography, heavy and rooted base, light, floating roof and abstraction in composition. The experimental house of the 20th century was associated with small nuclear families of at the most a couple and two children. The Huarte House belongs to a group of non-recognised experimental houses of a larger size -and more unconventional familial settings- that lent themselves to greater functional, spatial and interpersonal complexity than their smaller counterparts. The Huarte House represented a turning point in the careers of Corrales and Molezún, capping a first phase that includes their most prominent work: the Institute at Herrera de Pisuerga (1965), the Residence at Miraflores (1958) and the Brussels Pavilion, in its Belgian (1958) and Spanish (1959) version. The project for the Huarte house anticipated strategies which they would apply to later projects: dynamism of the horizontal plane, diagonal visuals, and tangential entrances. It was also the culmination of the evolution of a type of house that Corrales and Molezún had started to investigate ten years earlier. Between 1956 and 1961 they designed four houses (Ramírez Escudero House, Álvarez Mon House, Gómez Acebo House and Cela House) that anticipated the solutions applied and perfected in the Huarte House. Corrales believed that if life was contradictory architecture should be so too. The Huarte House is complex and contradictory. Corrales and Molezún homogenised the project under a bold and attractive image of intersecting volumes. The project appears emphatic thanks to skilful tectonic manoeuvres that conceal the many complexities and contradictions so that they become imperceptible. These manoeuvres confound the image of the house. Under its ceramic blanket of vernacular reminiscences (a mixture of Castilian house and Nordic architecture) lies a technologically advanced piece of architecture. The thesis is organised in four chapters named ‘processes’ in reference to their sequence in the development of the research. These processes are: descriptive process, analytic process, interpretative process and poetic process. After the necessary and introductory descriptive process, the main body of the thesis, which encompasses the analytical, interpretative and poetic processes, develops the argument for incorporating the Huarte House into the experimental category. The thesis addresses the characteristic concepts of a house, from the general to the more specific, divided in four groups: composition, volume and space; the patio: architecture and landscape; the garden: building the horizon and eurythmy: spirit and matter. Molezún was convinced that to get to know a work of architecture it was necessary to draw it. The Huarte House is redrawn in its three main phases: the executive project (march 1965), the finished house (november 1966) and its actual state (2012). The study and analysis centers on the built house, as the actual tri-dimensional manifestation of the project. The graphic documentation of the present state of the house has never been published before and has been made possible by numerous visits to the House facilitated by Jesus Huarte’s daughters who are the current owners. This documentation allows us to determine any alterations of the constructed work and derive the necessary modifications to bring the house back to its original state. The Huarte House is a unique work, one of five single family homes registered by the International Docomomo. Its future is uncertain. It is currently uninhabited and up for sale. The Huarte family has more than delivered on the mission to safeguard its patrimony. It is important to defend its place as a key work of Spanish architecture of the 20th century and so avoid it being forgotten and abandoned.