4,5-Dihydro-1,3-dioxepine als chirale Bausteine in der enantioselektiven organischen Synthese

Durch asymmetrische Doppelbindungsisomerisierung mittels Me-DuPHOS-modifizierter Dihalogen-Nickel-Komplexe als Katalysatorvorstufen lassen sich aus 2-Alkyl-4,7-dihydro-1,3-dioxepinen hochenantiomerenreine 2-Alkyl-4,5-dihydro-1,3-dioxepine erhalten. Ein Ziel dieser Arbeit war es, die bisher noch unbekannte Absolutkonfiguration dieses Verbindungstyps zu bestimmen und darüber hinaus ihre Einsatzfähigkeit in der enantioselektiven organischen Synthese zu untersuchen. Zu diesem Zweck wurden enantiomerenangereichertes 2-Isopropyl- und 2-tert-Butyl-4,5-dihydro-1,3-dioxepin mit m-Chlorperbenzoesäure epoxidiert. Dabei bildeten sich die entsprechenden 3-Chlorbenzoesäure-(2-alkyl-5-hydroxy-1,3-dioxepan-4yl)-ester in hohen Ausbeuten und Diastereoselektivitäten. Von den vier zu erwartenden Diastereomeren wurden jeweils nur zwei mit einer Selektivität von mehr als 95:5 gebildet. Im Fall des 3-Chlorbenzoesäure-(2-isopropyl-5-hydroxy-1,3-dioxepan-4yl)-esters konnte das Haupt-diastereomer kristallin erhalten werden. Durch röntgenspektroskopische Untersuchung war es möglich, die Relativ-Konfiguration dieser Verbindung zu bestimmen. Die Ester lassen sich unter Ringverengung in 2-Alkyl-1,3-dioxan-4-carbaldehyde umlagern. Ausgehend von diesen Carbaldehyden stehen zwei Synthesewege zur Verfügung, welche zu Verbindungen führen deren Absolutkonfiguration bereits bekannt ist. So erhält man durch Reduktion 2-Alkyl-1,3-dioxan-4-yl-methanole, welche sich in 1,2,4-Butantriol überführen lassen. Oxidation ergibt die 2-Alkyl-1,3-dioxan-4-carbonsäuren, aus denen 3-Hydroxytetrahydrofuran-2-on gewonnen werden kann. Messung des Drehwertes dieser beiden literaturbekannten Verbindungen liefert nicht nur Information über deren Enantiomerenreinheit sondern ebenfalls über die Konfiguration ihres Stereozentrums. In Kombination mit der Relativ-Konfiguration des Esters ist somit ein Rückschluss auf die Absolutkonfiguration der eingesetzten 4,5-Dihydro-1,3-dioxepine möglich. Die auf den beschriebenen Wegen gewonnenen Substanzen finden Anwendung in der stereoselektiven organischen Synthese. Löst man die Chlorbenzoesäureester in Dichlormethan und behandelt sie mit wässriger Salzsäure, so entstehen die bicyclischen 2-Alkyltetrahydrofuro[2,3-d][1,3]dioxole. Auch bei diesen Verbindungen konnten hohe Enantio- und Diastereoselektivitäten erzielt werden. Der intermolekular verlaufende Reaktionsmechanismus der Bicyclus-Bildung, welcher unter Abspaltung eines den Alkylrest tragenden Aldehyds und dessen Neuanlagerung unter Ausbildung eines Acetals verläuft, konnte in dieser Arbeit durch ein Kreuzungsexperiment bestätigt werden. Umacetalisierung der Bicyclen liefert 2-Methoxytetrahydrofuran-3-ol, aus dem durch Acetalspaltung Tetrahydrofuran-2,3-diol erhalten wird, das die Halbacetalform der entsprechenden Desoxytetrose darstellt, die auf diese Weise in einer de novo-Synthese hergestellt werden kann.

Genetic Programming meets Model-Driven Development

Genetic programming is known to provide good solutions for many problems like the evolution of network protocols and distributed algorithms. In such cases it is most likely a hardwired module of a design framework that assists the engineer to optimize specific aspects of the system to be developed. It provides its results in a fixed format through an internal interface. In this paper we show how the utility of genetic programming can be increased remarkably by isolating it as a component and integrating it into the model-driven software development process. Our genetic programming framework produces XMI-encoded UML models that can easily be loaded into widely available modeling tools which in turn posses code generation as well as additional analysis and test capabilities. We use the evolution of a distributed election algorithm as an example to illustrate how genetic programming can be combined with model-driven development. This example clearly illustrates the advantages of our approach – the generation of source code in different programming languages.

Global Optimization Algorithms and their Application to Distributed Systems

In this report, we discuss the application of global optimization and Evolutionary Computation to distributed systems. We therefore selected and classified many publications, giving an insight into the wide variety of optimization problems which arise in distributed systems. Some interesting approaches from different areas will be discussed in greater detail with the use of illustrative examples.

Automatische Dienstvermittlung in dienstorientierten Architekturen in Aktion (ADDOaction)

In diesem Bericht werden die Ergebnisse und Fortschritte des Forschungsprojekts ADDOaction vorgestellt. Durch die Entwicklung in den letzten Jahrzehnten wurde das Internet zu einer wichtigen Infrastruktur für Geschäftsprozesse. Beliebige Anwendungen können als Dienste angeboten und übers Internet den Kunden online zur Verfügung gestellt werden. Eine flexible Dienstarchitektur ist dabei durch einen gewissen Grad an Dynamik gekennzeichnet, wo Dienste angepasst, ausgetauscht oder entfernt werden können und eventuell gleichzeitig von verschiedenen Anbietern bereitgestellt werden können. Dienste müssen dabei sowohl die funktionalen als auch die nicht-funktionalen Quality of Service (QoS) Anforderungen der Klienten erfüllen, um Kundenzufriedenheit garantieren zu können. Die Vielzahl der angebotenen Dienste und die unterschiedlichen Anforderungen der Klienten machen eine manuelle Entdeckung und ein manuelles Management der Dienste praktisch unmöglich. ADDOaction adressiert genau diese Probleme einer dienstorientierten Architektur und liefert innovative Lösungen von der automatischen Entdeckung von Diensten bis hin zur Überwachung und zum Management von Diensten zur Laufzeit.

The DIADEM Software Development Methodology extended to Multimedia Interfaces

DIADEM, created by THOMSON-CSF, is a methodology for specifying and developing user interfaces. It improves productivity of the interface development process as well as quality of the interface. The method provides support to user interface development in three aspects. (1) DIADEM defines roles of people involved and their tasks and organises the sequence of activities. (2) It provides graphical formalisms supporting information exchange between people. (3) It offers a basic set of rules for optimum human-machine interfaces. The use of DIADEM in three areas (process control, sales support, and multimedia presentation) was observed and evaluated by our laboratory in the European project DIAMANTA (ESPRIT P20507). The method provides an open procedure that leaves room for adaptation to a specific application and environment. This paper gives an overview of DIADEM and shows how to extend formalisms for developing multimedia interfaces.

The Human in the Loop: User Participation in Self-Adaptive Software

Self-adaptive software provides a profound solution for adapting applications to changing contexts in dynamic and heterogeneous environments. Having emerged from Autonomic Computing, it incorporates fully autonomous decision making based on predefined structural and behavioural models. The most common approach for architectural runtime adaptation is the MAPE-K adaptation loop implementing an external adaptation manager without manual user control. However, it has turned out that adaptation behaviour lacks acceptance if it does not correspond to a user’s expectations – particularly for Ubiquitous Computing scenarios with user interaction. Adaptations can be irritating and distracting if they are not appropriate for a certain situation. In general, uncertainty during development and at run-time causes problems with users being outside the adaptation loop. In a literature study, we analyse publications about self-adaptive software research. The results show a discrepancy between the motivated application domains, the maturity of examples, and the quality of evaluations on the one hand and the provided solutions on the other hand. Only few publications analysed the impact of their work on the user, but many employ user-oriented examples for motivation and demonstration. To incorporate the user within the adaptation loop and to deal with uncertainty, our proposed solutions enable user participation for interactive selfadaptive software while at the same time maintaining the benefits of intelligent autonomous behaviour. We define three dimensions of user participation, namely temporal, behavioural, and structural user participation. This dissertation contributes solutions for user participation in the temporal and behavioural dimension. The temporal dimension addresses the moment of adaptation which is classically determined by the self-adaptive system. We provide mechanisms allowing users to influence or to define the moment of adaptation. With our solution, users can have full control over the moment of adaptation or the self-adaptive software considers the user’s situation more appropriately. The behavioural dimension addresses the actual adaptation logic and the resulting run-time behaviour. Application behaviour is established during development and does not necessarily match the run-time expectations. Our contributions are three distinct solutions which allow users to make changes to the application’s runtime behaviour: dynamic utility functions, fuzzy-based reasoning, and learning-based reasoning. The foundation of our work is a notification and feedback solution that improves intelligibility and controllability of self-adaptive applications by implementing a bi-directional communication between self-adaptive software and the user. The different mechanisms from the temporal and behavioural participation dimension require the notification and feedback solution to inform users on adaptation actions and to provide a mechanism to influence adaptations. Case studies show the feasibility of the developed solutions. Moreover, an extensive user study with 62 participants was conducted to evaluate the impact of notifications before and after adaptations. Although the study revealed that there is no preference for a particular notification design, participants clearly appreciated intelligibility and controllability over autonomous adaptations.

Punching Shear Behavior of UHPC Flat Slabs

At the Institute of Structural Engineering of the Faculty of Civil Engineering, Kassel University, series tests of slab-column connection were carried out, subjected to concentrated punching load. The effects of steel fiber content, concrete compressive strength, tension reinforcement ratio, size effect, and yield stress of tension reinforcement were studied by testing a total of six UHPC slabs and one normal strength concrete slab. Based on experimental results; all the tested slabs failed in punching shear as a type of failure, except the UHPC slab without steel fiber which failed due to splitting of concrete cover. The post ultimate load-deformation behavior of UHPC slabs subjected to punching load shows harmonic behavior of three stages; first, drop of load-deflection curve after reaching maximum load, second, resistance of both steel fibers and tension reinforcement, and third, pure tension reinforcement resistance. The first shear crack of UHPC slabs starts to open at a load higher than that of normal strength concrete slabs. Typically, the diameter of the punching cone for UHPC slabs on the tension surface is larger than that of NSC slabs and the location of critical shear crack is far away from the face of the column. The angle of punching cone for NSC slabs is larger than that of UHPC slabs. For UHPC slabs, the critical perimeter is proposed and located at 2.5d from the face of the column. The final shape of the punching cone is completed after the tension reinforcement starts to yield and the column stub starts to penetrate through the slab. A numerical model using Finite Element Analysis (FEA) for UHPC slabs is presented. Also some variables effect on punching shear is demonstrated by a parametric study. A design equation for UHPC slabs under punching load is presented and shown to be applicable for a wide range of parametric variations; in the ranges between 40 mm to 300 mm in slab thickness, 0.1 % to 2.9 % in tension reinforcement ratio, 150 MPa to 250 MPa in compressive strength of concrete and 0.1 % to 2 % steel fiber content. The proposed design equation of UHPC slabs is modified to include HSC and NSC slabs without steel fiber, and it is checked with the test results from earlier researches.