Termografía infrarroja aplicada en cúpulas históricas: identificación y análisis de sistemas constructivos

El uso específico de la termografía infrarroja como técnica no destructiva permite el estudio de sistemas constructivos en edificios históricos (caracterización de materiales, disposición constructiva o identificación de elementos originales). Así, se muestra una aplicación práctica en templos en la provincia de Alicante construidos entre finales del siglo XVII y principios del xix, donde se analiza la complementariedad de las imágenes termográficas de 140 cúpulas (junto con datos recopilados in situ, dibujos originales y levantamiento de planos) como herramienta de estudio en fases de análisis previas a una restauración. En conclusión, la investigación detalla una aplicación termográfica al estudio de distintos aspectos como el reconocimiento de materiales empleados (90,71 % ladrillo macizo, 6,43 % ladrillo hueco y 2,86 % piedra), variaciones de espesor interior y exterior (75,71 % perfil apuntado, 17,86 % perfil semiesférico y 6,43 % perfil rebajado), caracterización de grietas/fisuras (estado de conservación) e identificación de cúpulas originales (96,43 %) o restauradas (3,57 %).

Saproxylic Beetle Assemblage Selection as Determining Factor of Species Distributional Patterns: Implications for Conservation

The knowledge of the distributional patterns of saproxylic beetles is essential for conservation biology due to the relevance of this fauna in the maintenance of ecological processes and the endangerment of species. The complex community of saproxylic beetles is shaped by different assemblages that are composed of species linked by the microhabitats they use. We evaluate how different the species distribution patterns that are obtained can be, depending on the analyzed assemblage and to what extent these can affect conservation decisions. Beetles were sampled using hollow emergence and window traps in three protected areas of the Iberian Peninsula. Species richness, composition, and diversity turnover were analyzed for each sampling method and showed high variation depending on the analyzed assemblage. Beta diversity was clearly higher among forests for the assemblage captured using window traps. This method collects flying insects from different tree microhabitats and its captures are influenced by the forest structuring. Within forests, the assemblages captured by hollow emergence traps, which collect the fauna linked to tree hollows, showed the largest turnover of species, as they are influenced by the characteristics of each cavity. Moreover, the selection of the forest showing the highest species richness strongly depended on the studied assemblage. This study demonstrates that differences in the studied assemblages (group of species co-occurring in the same habitat) can also lead to significant differences in the identified patterns of species distribution and diversity turnover. This fact will be necessary to take into consideration when making decisions about conservation and management.

The incorporation of construction and demolition wastes as recycled mixed aggregates in non-structural concrete precast pieces

Concern for the environment has lately heightened awareness about the need for recycling in the construction industry. However, some standards, such as the Spanish standard, only accept the recycling of aggregates derived from concrete, which limits the extensive use of construction and demolition waste, which are produced in much bigger volumes. The aim of this work was to explore the possibility of using recycled mixed aggregates (RMA) in the preparation of precast non-structural concretes. To that end different percentages of natural aggregate were replaced by RMA in non-structural elements (25, 50, 75 and 100%). Contents of cement, water, and the dosages commonly used by companies were unchanged by the introduction of RMA. The characterization of the prepared elements has been done using the specific tests for each type of non-structural element (terrazzo for indoor use, hollow tiles, kerbstones and paving blocks): compression and flexural strength, water absorption, dimensional tolerances, abrasion and slipping resistance. The paving blocks, kerbstones, and hollow tiles prepared were tested for 360 days. The stability of the tested properties confirmed the possibility of using these wastes on an industrial scale satisfying the standard requirements. However, the surface of terrazzo with RMA is not as good as that prepared with natural aggregate.

The Pittsburgh district civic frontage

I. The community: Pittsburgh the year of the survey, by E. T. Devine. Pittsburgh: an interpretation of its growth, by R. A. Woods. Coalition of Pittsburgh's civic forces, by A. T. Burns.--II. Civic conditions: Civic improvement possibilities in Pittsburgh, by C. M. Robinson. Thirty-five years of typhoid, by F. E. Wing. The housing of Pittsburgh's workers, by Emily W. Dinwiddie and F. Elisabeth Crowell. Three studies in housing and responsibility: Skunk hollow, by Florence L. Lattimore. Painter's row, Tammany hall, by F. Elisabeth Crowell. The aldermen and their courts, by H. V. Blaxter and A. H. Kerr. The disproportion of taxation in Pittsburgh, by S. M. Harrison.--III. Children and the city: Pittsburgh schools, by Lila Ver P. North. The playgrounds of Pittsburgh, by Beulah Kennard. The public library, by Frances J. Olcott. Pittsburgh as a foster mother, by Florence L. Lattimore.--Appendices.

Jefferson County, Kentucky, 1910 (Raster Image)

This layer is a georeferenced raster image of the historic, topographic paper map entitled: Topography of Jefferson County, Kentucky : from U.S. Geological Survey topographic atlas sheets surveyed in 1904-1910, U.S. Geological Survey ; in cooperation with Kentucky Geological Survey, C. J. Norwood, director. It was published by U.S. Geological Survey in 1912. Scale 1:62,500. The image inside the map neatline is georeferenced to the surface of the earth and fit to the Kentucky North State Plane NAD 1983 coordinate system (in Feet) (Fipszone 1601). All map collar and inset information is also available as part of the raster image, including any inset maps, profiles, statistical tables, directories, text, illustrations, index maps, legends, or other information associated with the principal map. This is a typical topographic map portraying both natural and manmade features. It shows and names works of nature, such as mountains, valleys, lakes, rivers, vegetation, etc. It also identify the principal works of humans, such as roads, railroads, boundaries, transmission lines, major buildings, etc. Relief is shown with standard contour intervals of 20 feet and spot heights. This layer is part of a selection of digitally scanned and georeferenced historic maps from The Harvard Map Collection as part of the Imaging the Urban Environment project. Maps selected for this project represent major urban areas and cities of the world, at various time periods. These maps typically portray both natural and manmade features at a large scale. The selection represents a range of regions, originators, ground condition dates, scales, and purposes.

Louisville and Vicinity, Kentucky, 1955 (Raster Image)

This layer is a georeferenced raster image of the historic, topographic paper map entitled: Louisville and vicinity : prepared in cooperation with city, county, and state agencies, mapped by the Geological Survey and the Army Map Service. It was edited and published by the Geological Survey in 1957. Ed. of 1955. Scale 1:24,000. The image inside the map neatline is georeferenced to the surface of the earth and fit to the Kentucky North State Plane NAD 1927 coordinate system (in Feet) (Fipszone 1601). All map collar and inset information is also available as part of the raster image, including any inset maps, profiles, statistical tables, directories, text, illustrations, index maps, legends, or other information associated with the principal map. This is a typical topographic map portraying both natural and manmade features. It shows and names works of nature, such as mountains, valleys, lakes, rivers, vegetation, etc. It also identify the principal works of humans, such as roads, railroads, boundaries, transmission lines, major buildings, etc. Relief is shown with standard contour intervals of 10 feet (with 5 foot supplementary intervals). This layer is part of a selection of digitally scanned and georeferenced historic maps from The Harvard Map Collection as part of the Imaging the Urban Environment project. Maps selected for this project represent major urban areas and cities of the world, at various time periods. These maps typically portray both natural and manmade features at a large scale. The selection represents a range of regions, originators, ground condition dates, scales, and purposes.

A Greek tragedy in the making. EPC Commentary, 6 July 2015

One thing is clear: the Greek people have emphatically voted ‘No’, providing a boost to Prime Minister Alexis Tsipras and plunging Greece and the Eurozone even more into uncertainty. But it might, at the end of the day, prove to be a hollow victory for the Greek Prime Minister: the vote cannot compel the rest of the Eurozone to open their coffers and provide the funds Greece so desperately needs. It is certainly not a victory for democracy: it is highly questionable whether the Greek people could form an informed opinion, given the short time frame, the unclear question relying on a proposal no longer on the table, and the high level of misinformation on the potential consequences of the vote. This is no victory, neither for Greece nor the EU and its members: in the end, it increases the danger of Greece leaving the Eurozone – and potentially even an eventual exit from the EU –, which the people of Greece clearly do not want, as 75-80 per cent of citizens firmly want the country to stay in the euro.

Time-Resolved Micro PIV in the Pivoting Area of the Triflo Mechanical Heart Valve

The Lapeyre-Triflo FURTIVA valve aims at combining the favorable hemodynamics of bioprosthetic heart valves with the durability of mechanical heart valves (MHVs). The pivoting region of MHVs is hemodynamically of special interest as it may be a region of high shear stresses, combined with areas of flow stagnation. Here, platelets can be activated and may form a thrombus which in the most severe case can compromise leaflet mobility. In this study we set up an experiment to replicate the pulsatile flow in the aortic root and to study the flow in the pivoting region under physiological hemodynamic conditions (CO = 4.5 L/min / CO = 3.0 L/min, f = 60 BPM). It was found that the flow velocity in the pivoting region could reach values close to that of the bulk flow during systole. At the onset of diastole the three valve leaflets closed in a very synchronous manner within an average closing time of 55 ms which is much slower than what has been measured for traditional bileaflet MHVs. Hot spots for elevated viscous shear stresses were found at the flanges of the housing and the tips of the leaflet ears. Systolic VSS was maximal during mid-systole and reached levels of up to 40 Pa.

The collected works of William Morris; with introductions by his daughter May Morris ...

One of one thousand and fifty numbered copies.

The manufacture of concrete blocks and their use in building construction /

Includes index.

Steel columns of rolled wide flange section. Progress report no.1,

Mode of access: Internet.

Mrs. Wood's novels /

Includes various editions.

The works of Washington Irving.

On spine: Sunnyside ed.

Real estate,

Mode of access: Internet.

The Van Cortlandt family papers /

Includes bibliographical references and index.