Bovedas Encamonadas: Origen, Evolucion, Geometria y Construccion entre los Siglos XVII y XVIII en el Virreinato de Perú

Desde la creación del Virreinato del Perú, en el siglo XVI, los arcos, bóvedas y cúpulas se acostumbraban a levantar con piedra y fábrica. Sin embargo estas tierras eran sacudidas periodicamente por terremotos, produciendo el colapso de la mayoría de estas edificaciones. Para el siglo XVII los alarifes ya habían experimentado diversas maneras de levantar bóvedas, sin haberse encontrado una respuesta razonable en términos de tiempo, economía y estabilidad frente a los sismos. En medio de este panorama se produjo la introducción de las bóvedas encamonadas a mediados del siglo XVII, consolidandose en el resto de la centuria hasta el punto de terminar convirtiéndose en un recurso tradicional y de estimada elaboración dentro de la arquitectura virreinal peruana. Las bóvedas encamonadas se realizaban con tablas de madera (camones) que se solapaban entre sí para formar arcos (cerchas), los cuales definían la forma que tendrían las bóvedas, y eran estabilizados lateralmente mediante correas. Sobre los arcos y correas se colocaba un cerramiento que podía ser un entablado, unos listones de madera o simplemente un tendido a base de cañas. En la mayoría de casos se finalizaba con un recubrimiento aislante de barro por el extradós y otro decorativo de yeso por el intradós. Precisamente estas bóvedas constituyen el objeto de la presente tesis, específicamente en su devenir histórico entre los siglos XVII y XVIII en el ámbito territorial del Virreinato del Perú, partiendo del examen de los tratados de arquitectura coetáneos y del estudio de las bóvedas de madera en España, para finalizar con el análisis de las características geométricas y constructivas que lograron definir en ellas los alarifes peruanos. Since the creation of the Viceroyalty of Peru, in the sixteenth century, arches, vaults and domes were accustomed to build with stone and masonry. However, these lands were periodically shaken by earthquakes, causing the collapse of most of these buildings. For the seventeenth century the master masons had already experienced several ways to build vaults, without having found a reasonable response in terms of time, economy and stability against earthquakes. Into this context the master carpenters introduced the wooden vaults since seventeenth century, and this constructive system was consolidated around the rest of the century to the end point of becoming a traditional and estimated resource of the Peruvian colonial architecture. The wooden vaults were made with timber planks (camones) that overlapped each other to form arches (cerchas), which defined the shape of the vaults, and were stabilized laterally by purlins. Above the arches and purlins placed planks, wooden strips or just cane. In most cases ended with a mud plaster insulating the extrados and a decorative gypsum plaster on the intrados. Precisely these vaults are the subject of this thesis, specifically in its historical way between the seventeenth and eighteenth centuries in the territory of the Viceroyalty of Peru. Since an examination of the architectural treatises and the Spanish wooden vaults, and concluding with the analysis of the geometric and constructive system that Peruvian builders were able to define on them.

Topology of a percolating soil pore network.

A connectivity function defined by the 3D-Euler number, is a topological indicator and can be related to hydraulic properties (Vogel and Roth, 2001). This study aims to develop connectivity Euler indexes as indicators of the ability of soils for fluid percolation. The starting point was a 3D grey image acquired by X-ray computed tomography of a soil at bulk density of 1.2 mg cm-3. This image was used in the simulation of 40000 particles following a directed random walk algorithms with 7 binarization thresholds. These data consisted of 7 files containing the simulated end points of the 40000 random walks, obtained in Ruiz-Ramos et al. (2010). MATLAB software was used for computing the frequency matrix of the number of particles arriving at every end point of the random walks and their 3D representation.

On super free fall.

Villermaux & Pomeau (J. Fluid Mech., vol. 642, 2010, p. 147) analysed the motion of the interface of an inviscid liquid column released from rest in a vertical tube whose area expands gradually downwards, with application to an inverted conical container for which experimental measurements were carried out. An error in the analysis is found and corrected in the present investigation, which provides the new governing equation for the super-accelerated interface motion down gradually varying tubes in general, and integrated results for interface trajectories, velocities and accelerations down a conical tube in particular. Interestingly, the error does not affect any of the conclusions given in the 2010 paper. Further new results are reported here such as the equation governing the centre of mass and proof that the end point acceleration is exactly that of gravity

Multi-Camera very wide baseline feature matching based on view-adaptive junction detection

This paper presents a strategy for solving the feature matching problem in calibrated very wide-baseline camera settings. In this kind of settings, perspective distortion, depth discontinuities and occlusion represent enormous challenges. The proposed strategy addresses them by using geometrical information, specifically by exploiting epipolar-constraints. As a result it provides a sparse number of reliable feature points for which 3D position is accurately recovered. Special features known as junctions are used for robust matching. In particular, a strategy for refinement of junction end-point matching is proposed which enhances usual junction-based approaches. This allows to compute cross-correlation between perfectly aligned plane patches in both images, thus yielding better matching results. Evaluation of experimental results proves the effectiveness of the proposed algorithm in very wide-baseline environments.

Toxicity of ZnO nanoparticles, ZnO bulk and ZnCl2 on earthworms in a spiked natural soil and toxicological effects of leachates on aquatic organisms

The present study assessed the uptake and toxicity of ZnO nanoparticles (NPs), ZnO bulk, and ZnCl2 salt in earthworms in spiked agricultural soils. In addition, the toxicity of aqueous extracts to Daphnia magna and Chlorella vulgaris was analyzed to determine the risk of these soils to the aquatic compartment. We then investigated the distribution of Zn in soil fractions to interpret the nature of toxicity. Neither mortality nor differences in earthworm body weight were observed compared with the control. The most sensitive end point was reproduction. ZnCl2 was notably toxic in eliminating the production of cocoons. The effects induced by ZnO-NPs and bulk ZnO on fecundity were similar and lower than those of the salt. In contrast to ZnO bulk, ZnO-NPs adversely affected fertility. The internal concentrations of Zn in earthworms in the NP group were greater than those in the salt and bulk groups, although bioconcentration factors were consistently <1. No relationship was found between toxicity and internal Zn amounts in earthworms. The results from the sequential extraction of soil showed that ZnCl2 displayed the highest availability compared with both ZnO. Zn distribution was consistent with the greatest toxicity showed by the salt but not with Zn body concentrations. The soil extracts from both ZnO-NPs and bulk ZnO did not show effects on aquatic organisms (Daphnia and algae) after short-term exposure. However, ZnCl2 extracts (total and 0.45-μm filtered) were toxic to Daphnia.