Redistribution of internal forces in the lateral bracing system / Schnittgrößenumlagerungen bei der Gebäudeaussteifung

The lateral bracing system of a building should ensure the stability of the building, in terms of the usability and the total load capacity. The governing loads for the lateral bracing system are horizontal loads due to wind and earthquake. The horizontal loads are traditionally distributed to the bracing elements according to the uncracked elastic state dependent on the bending stiffness in the elastic (uncracked) state. This method does not allow consideration of non‐linear effects and load redistribution. Within the framework of the PRB Research Cooperation – Improving the Practical Use of Structural Design Standards through pre‐normative work – Subcontract 5: Masonry Construction, Subproject 3: “Large Shear Walls” [7], the cracked or plastic state can be taken into account through a displacement based approach. A matrix formulation for both the linear and cracked states has been derived and implemented.     

Folgen des Globalen Wandels für das Grundwasser in Süddeutschland – Teil 2: Sozioökonomische Aspekte

In order to account for complex interactions between humans climate and the water cycle, the research consortium GLOWA-Danube (www.glowa-danube.de) has developed the simulation system DANUBIA which consists of 17 coupled models. DANUBIA was applied to investigate various impacts of global-change between 2011 and 2060 in the Upper Danube Catchment. This article describes part 2 of an article series with investigations of socio-economic aspects, while part 1 (Barthel et al. in Grundwasser 16(4), doi:10.1007/s007-011-01794, 2011) deals with natural-spatial aspects. The principles of socio-economic actor-modeling and interactions between socio-economic and natural science model components are described here. We present selected simulations that show impacts on groundwater from changes in agriculture, tourism, economy, domestic water users and water supply. Despite decreases in water consumption, the scenario simulations show significant decreases in groundwater quantity. On the other hand, groundwater quality will likely be influenced more severely by land use changes compared to direct climatic causes. However, overall changes will not be dramatic.     

Influence of different fat emulsions with 10 or 20% MCT/LCT or LCT on lipoproteins in plasma of patients after abdominal surgery

In patients after elective abdominal surgery, different fat emulsions were used to compare their efficacy in total parenteral nutrition and in normalizing plasma lipoprotein levels. In five different groups with 5 patients each, half of the nonprotein calories were given as medium-chain triglycerides/long-chain triglycerides (1:1) or as long-chain triglycerides alone in 10 or 20% fat emulsions or as glucose alone in a control group for 7 days. After surgery, an initial decrease of all plasma lipoprotein components was followed by a different behavior of glyceride-glycerol, cholesterol, phospholipids, and apolipoproteins. Glyceride-glycerol in very-low-density lipoproteins and high-density lipoproteins is increasing during infusion of fat emulsions and decreasing during overnight interruption of infusions. After the 7-day infusion period, there was no significant difference in very-low-density lipoprotein glyceride-glycerol as compared with the values before different infusions. Low-density lipoprotein cholesterol is reaching and exceeding preoperative concentrations between the 4th and the 7th day, most during infusion of 10% fat emulsion and especially due to an increase of free cholesterol. High-density lipoprotein cholesterol and apolipoprotein A-I reach preoperative levels during infusion of fat emulsions but not with glucose alone. Higher than preoperative values are reached in phospholipids with all fat infusions already on day 4. Abnormal lipoprotein X occurred least with the medium-chain/long-chain triglyceride 20% fat-infusion. This fat emulsion is suggested as having the best normalizing effect on plasma lipoproteins and best tolerance in patients after surgery.     

A Ni2+ binding motif is the basis of high affinity transport of the Alcaligenes eutrophus nickel permease

Amino acid exchanges in the Alcaligenes eutrophus nickel permease (HoxN) were constructed by site-directed mutagenesis, and their effects on nickel ion uptake were investigated. Mutant hoxN alleles were expressed in Escherichia coli, and activity of the altered permeases was examined via a recently described physiological assay (Wolfram, L., Friedrich, B., and Eitinger, T. (1995) J. Bacteriol. 177, 1840-1843). Replacement of Cys-37, Cys-256, or Cys-318 by alanine did not severely affect nickel ion uptake. This activity of a C331A mutant was diminished by 60%, and a similar phenotype was obtained with a cysteine-less mutant harboring four Cys to Ala exchanges. Alterations in a histidine-containing sequence motif (His-62, Asp-67, His-68), which is conserved in microbial nickel transport proteins, strongly affected or completely abolished transport activity in the E. coli system. The analysis of HoxN alkaline phosphatase fusion proteins implied that His-62, Asp-67, and His-68 exchanges did not interfere with overall membrane topology or stability of the nickel permease. These mutations were reintroduced into the A. eutrophus wild-type strain. Analyses of the resulting HoxN mutants indicated that exchanges in the histidine motif led to a clearly decreased affinity of the permease for nickel ion.     

Investigations concerning the behaviour and load-bearing capacity of built-up light-gauge structures

A V-shaped roof system for spans between 15 and 30 m is presented. The research project has two different purposes—the first is to demonstrate new possibilities for the use of thin-walled structural elements and to prove the efficiency and the competitive position of such structures, and the second is to study different problems concerning the behaviour and load-bearing capacity of structural elements built up by profiled sheeting and thin-walled sections.Some test results concerning the diaphragm action of the webs and the load-bearing capacity of the elastically restrained flange sections are revised.