Improved numerical dissipation for time integration algorithms in structural dynamics

A new family of unconditionally stable one-step methods for the direct integration of the equations of structural dynamics is introduced and is shown to possess improved algorithmic damping properties which can be continuously controlled. The new methods are compared with members of the Newmark family, and the Houbolt and Wilson methods.     

Disturbance of wind profile measurements by a slim mast

Wind-profile measurements for micrometeorological purposes are almost inevitably influenced by the supporting structures. Many investigators have studied the flow around obstacles in the wind tunnel but few comparisons with natural turbulent flows are available. The wind-speed error at reasonable distances from the obstacle is of the order of 2% only. Nevertheless, the effects on profiles may be large if the characteristics of flow around the obstacle vary with height, e.g., due to a variation of the geometry of supports, etc.Observations of flow around a cylindrical mast with horizontal supports are reported for different angles of attack. Modelling of the disturbed flow by a potential flow around a solid half-infinite body yields good agreement with observations. However, the amplitude of the disturbance exhibits no obvious relation with the geometry of the structure. This points to a Reynolds-number dependency of the flow distortion.Generally a nearly symmetrical mounting of anemometers on both sides of the mast yields only small errors in the fitted profiles. In contrast, a large error can result with an asymmetrical configuration.This work was supported by the Deutsche Forschungsgemeinschaft, Sonderforschungsbereich Meeresforschung Hamburg.     

Die wachsende Bedeutung der Ingenieurgeologie im Zeitalter der Umweltzerstörung

Zusammenfassung Die Entwicklung der Technik führt zu immer größeren Bauprojekten im Bereich des Talsperrenbaus, Verkehrswegebaus, Untertagebaus, Bergbaus und Grundbaus. Diese großen Bauprojekte stellen in vielfacher Hinsicht eine erhebliche Belastung der Natur sowie eine Beeinträchtigung ihres Gleichgewichts dar und rufen teilweise unvorhergesehene Wechselwirkungen von Bauwerk und Baugrund hervor. Die technische Entwicklung überrollte die Natur so stürmisch, daß ihre ökologischen Folgen weder von den Wissenschaftlern noch von den Praktikern erkannt und bedacht wurden. Die Aufgaben, die sich in diesem Rahmen dem Ingenieurgeologen stellen, bestehen nicht nur in der möglichst genauen Erfassung der geologischen Parameter zur Gewährleistung der Sicherheit des Bauwerks, wirtschaftlich vertretbarer Baukosten unter optimaler Berücksichtigung geologischer Gegebenheiten, sondern sie haben auch die Vorhersage der Wechselwirkungen von Bauwerk und Baugrund sowie von Störungen des oft erstaunlich labilen Gleichgewichts von Geo-, Bio- und Atmosphäre einzubeziehen. Dabei spielen oft rezente geologische Vorgänge eine bisher in der Ingenieurgeologie viel zu wenig gewürdigte Rolle. Die Notwendigkeit, die Ingenieurgeologie schon bei der allerersten Planung, beim Entwurf und der Bauwerksüberwachung mitbestimmen zu lassen, wird an einzelnen Projekten erläutert.

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Summary Technical development leads to dams, roads, tunnels, mines and foundations of always larger dimensions. Various aspects of these projects represent a serious encumbrance of nature and an impairment of her equilibrium and can cause unforeseen interactions between structure and the earth. Development has taken place so quickly, that the ecological consequences have not been recognised or considered in many cases — neither by the scientists nor by the practitioners. The tasks, confronting the engineering geologists in this regard, consist not only in an exact investigation of the geological parameters to guarantee the safety of the construction project and to achieve project costs by taking into consideration the geological conditions, but must encompass the recognition of the interactions of construction and the earth as well as the disturbance of the often astonishingly fragile equilibrium of the geo-, bio- and atmosphere. Specifically recent geological processes are often not accounted for, despite their possibly disadvantageous effects. The necessity, that the engineering geologist contributes in all project stages from the first planning, to the design upto the surveillance of the construction, is stressed by giving examples.

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Résumé Le développement technique a conduit à des projets de construction toujour plus grands dans le domain des barrages, des routes, des tunnels, des mines et des fondations. Ces grands projets représentent sous beaucoup d'aspects une immense contreinte pour l'environnement naturel, un préjudice pour son équilibre et conduisent parfois à une interaction imprévue entre la construction et le sol. Le développement fut si rapide que les conséquences écologiques ne furent pas reconnues et prises en compte, ni par la science ni par la pratique. Les taches, qui se présentent au géologue ingénieur sur le terrain, comprennent non seulement l'investigation exacte des paramètres géologiques dans le but d'assurer la securité de la construction pour des frais raisonnables tout en prenant en compte d'une façon optimale les conditions géologiques, mais aussi la prévision de ces interactions entre l'ouvrage et le sol, ainsi que les perturbations de l'équilibre de l'environnement géologique, biologique et atmosphérique, équilibre qui est souvent éxtrêmement fragile.Les phénomènes géologiques récents ne sont que très peu considérés dans ces études. La necessité de la participation du géologue ingénieur dès le début des études pendant la conception et la surveillance de l'ouvrage est illustrée à l'aide de projets particuliers.

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Effects of shock pressures on calcic plagioclase

Samples of single crystal calcic plagioclase (labradorite, An63, from Chihuahua, Mexico) have been shock-loaded to pressures up to 496 kbar. Optical and electron microscopic studies of the recovered samples show the effects of increasing shock pressures on this mineral. At pressures up to 287 kbar, the recovered specimens are still essentially crystalline, with only a trace amount of optically unresolvable glass present at 287 kbar. Samples recovered after shock-loading to pressures between 300 and 400 kbar are almost 100% diaplectic glasses; that is formed by shock transformation presumably in the solid-state. Above about 400 kbar, glasses with refractive indices similar to thermally fused glass were produced. The general behavior of the index of refraction with shock pressures agrees closely with previous work, however, the absence of planar features is striking. At pressures less than 300 kbar, the most prominent physical feature is the pervasive irregular fracturing caused by the shock crushing, although some (001) and (010) cleavages are observed. No fine-scale shock deformation structures, i.e. planar features, were noted in any of the specimens. We conclude, in contrast to previous studies of shocked rocks that planar features are not necessarily definitive shock indicators, in contrast to diaplectic glass (e.g., maskelynite) and high-pressure phases, but are rather likely indicative of the local heterogeneous dynamic stress experienced by plagioclase grains within shocked rocks.     

Zur Bilanz des Buntsandsteinbeckens (Korngrößenverteilung und Gesteinsbruchstücke)

The Lower Triassic Buntsandstein red beds in Germany were deposited in a river system discharging into a northern basin of varying salinity. In this basin, the main direction of material transport was probably towards the Southeast (Poland), where occasional outlets were open. The median grain size of the fluvial sandstones decreases towards the North (fig. 6): Near the delta, they are finer than the sandstones in the northern basin. This observation together with the differences in feldspar and rock fragments composition indicate that the river system did not contribute to the basin sandstones. Characteristic rock fragments made it possible to estimate the influence of an eastern tributary. The sand size rock fragments can only in part be traced back into conglomerates that occur near the Bohemian Forest, in the Black Forest, and in the Vosges. Most of the debris of the fluvial sandstones derived from the southern rim of the Paris basin, though according to a material balance, a major contribution came from the “Vindelician Ridge” (S. Germany). Abrasion of the rock fragments due to transport is shown by their grain size distribution.     

Interaction of organic compounds with calcium carbonate—III. Amino acid composition of sorbed layers

Nitrogenous organic compounds in sorbed surface layers and in calcified organic matter associated with calcium carbonate sediment particles consist of 40–50% amino acids, 2% amino sugars and 25% ammonia. In grain size classes > 20 μm these compounds are mainly contained in the calcified protein of carbonate secreting organisms but with smaller grain sizes—and consequently increased specific surface area—they are contained in sorbed layers at the mineral surface. The composition of the sorbed layer is characterized by a predominance of neutral amino acids, a relative enrichment of basic and weakly polar amino acids, and a deficiency of acidic amino acids in comparison with the proteinaceous matter of calcifying organisms. The respective abundances for sorbed and calcified matter are: 505 and 380 Res./ of neutral amino acids, 262 and 450 Res./1000 of acidic amino acids, 92 and 51 Res./l000 of basic amino acids, and 141 and 129 Res./1000 of weakly polar amino acids.The composition of the sorbed layer appears to be the result of sorption of proteinaceous matter from solution since it reflects the free and peptide-bound amino acid composition of seawater. The characteristic amino acid assemblage could also be the result of preferential decomposition of protein and subsequent enrichment of neutral and basic amino acids; however, sorption from solution appears more likely since the total amount of amino acids sorbed to calcium carbonate (0.58 mg m ^?2) corresponds closely to the amount of protein known to cover one m² of aqueous substrate in monolayer arrangement. Sorption from solution is further supported by the low arginine/ornithine ratios in both the sorbed layer and the natural dissolved organic matter. This process might lead to a characteristic amino acid spectrum in fine grained calcareous sediments that reflects the composition of the dissolved organic matter in seawater rather than that of the carbonate secreting proteinaceous matter.     

Height dependence of diurnal variations of wind velocity and water temperature near the air-sea interface of the tropical Atlantic

From measurements during the Atlantic Trade Wind Experiment (ATEX) 1969, amplitudes and phases of the diurnal harmonic water-temperature variation between the sea surface and 50-m depth and of the semi-diurnal wind variation between 1 and 8 m were obtained. If the vertical diffusion of heat in the ocean is thought to be constant, a coefficient of K= 320 cm² s^–1 in the equation of diffusion fits best the observed data in the mixed layer. However, the measurements point to a decrease of K with depth.The height variation of the semi-diurnal zonal wind wave is caused by the influence of eddy viscosity. Our data are well fitted by results of the equation of diffusion, using the assumption of Lettau (1974) that the transfer coefficient of vertical transport of momentum is not only a function of height but also depends on time because of the semi-diurnal variation of surface stress.