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Applied Sciences (apply + science)
Selected AbstractsThe Bridge to the ,Real World': Applied Science or a ,Schizophrenic Tour de Force'?*JOURNAL OF MANAGEMENT STUDIES, Issue 6 2004Alexander T. Nicolai abstract This article concerns those publications which have received considerable attention in an academic as well as in a practical context. In these rare cases, it seems that it was possible to transfer scientific findings more or less directly into managerial implications. This widely shared view is contrasted with a socials systems perspective. From this point of view there cannot be a direct application of scientific knowledge. This also holds true for the classic examples of applied science. It is argued that even in these cases there is no evidence of linear knowledge transfer but rather ,Applied Science Fiction' (ASF). ASF comprises all techniques with which the scientific system reacts to external application pressure without having to relinquish its own self-referential logic. Different forms of ASF are introduced. These are retrofitting, reputation, symbolic labels and undisciplined eclecticism. The ASF-concept will be illustrated by Michael Porter's Competitive Strategy. Paradoxically, however, the conventional concept of application and ASF are a barrier for the sustainable relevance of management studies. [source] Quantitative Image Analysis in DarmstadtIMAGING & MICROSCOPY (ELECTRONIC), Issue 3 2007Konrad Sandau Prof. Dr. The 14th workshop "Quantitative Image Analysis" has been held at the University of Applied Sciences in Darmstadt on 15 June 2007. Image Analysis works on complex images as 3D-images, massive mosaics and video sequences. [source] Asymptotic and spectral analysis of non-selfadjoint operators generated by a filament model with a critical value of a boundary parameterMATHEMATICAL METHODS IN THE APPLIED SCIENCES, Issue 3 2003Marianna A. Shubov Abstract We consider a class of non-selfadjoint operators generated by the equation and the boundary conditions, which govern small vibrations of an ideal filament with non-conservative boundary conditions at one end and a heavy load at the other end. The filament has a non-constant density and is subject to a viscous damping with a non-constant damping coefficient. The boundary conditions contain two arbitrary complex parameters. In our previous paper (Mathematical Methods in the Applied Sciences 2001; 24(15) : 1139,1169), we have derived the asymptotic approximations for the eigenvalues and eigenfunctions of the aforementioned non-selfadjoint operators when the boundary parameters were arbitrary complex numbers except for one specific value of one of the parameters. We call this value the critical value of the boundary parameter. It has been shown (in Mathematical Methods in the Applied Sciences 2001; 24(15) : 1139,1169) that the entire set of the eigenvalues is located in a strip parallel to the real axis. The latter property is crucial for the proof of the fact that the set of the root vectors of the operator forms a Riesz basis in the state space of the system. In the present paper, we derive the asymptotics of the spectrum exactly in the case of the critical value of the boundary parameter. We show that in this case, the asymptotics of the eigenvalues is totally different, i.e. both the imaginary and real parts of eigenvalues tend to ,as the number of an eigenvalue increases. We will show in our next paper, that as an indirect consequence of such a behaviour of the eigenvalues, the set of the root vectors of the corresponding operator is not uniformly minimal (let alone the Riesz basis property). Copyright © 2003 John Wiley & Sons, Ltd. [source] The mapping properties of the radiosity operator along an edgeMATHEMATICAL METHODS IN THE APPLIED SCIENCES, Issue 12 2002Olaf Hansen Abstract In this article we study the radiosity operator along an edge between two adjacent half-planes. First we show that the radiosity operator is invertible in a whole scale of anisotropic Sobolev spaces. In the absence of any shadows we are able to derive regularity properties of the solution, which depend only on the angle between the half-planes, the reflectivity coefficients and the right-hand side. This work can be considered as a supplement to the article of Rathsfeld (Mathematical Methods in the Applied Sciences 1999; 22: 217,241). Copyright © 2002 John Wiley & Sons, Ltd. [source] Ist die Hinterlüftung von Holzfassaden ein Muss?BAUPHYSIK, Issue 3 2010Daniel Kehl Dipl.-Ing. (FH) Hygrothermal model; Wood moisture Feuchte Moisture Abstract Nach Durchführung einer großen Schweizer Forschungsinitiative zum Thema "Brandschutz im Holzbau" sind seit 2005 Außenwandbekleidungen aus Holz unter Zuhilfenahme von bestimmten Brandschutzmaßnahmen bis zur Hochhausgrenze (22 m) möglich [1]. Dazu zählen unter anderem auch Außenwandbekleidungen, deren Hinterlüftungsraum geschossweise unterbrochen und oben verschlossen wird. Solche Fassaden weisen brandschutztechnische Vorteile auf, da sie die Brandweiterleitung hinter der Bekleidung reduzieren bzw. verhindern. In diesem Zusammenhang stellte sich die Frage, ob eine Hinterlüftung von Holzfassaden aus bauphysikalischer Sicht überhaupt notwendig ist. Im Rahmen eines Forschungsvorhabens an der Berner Fachhochschule , Architektur, Holz und Bau in Biel/Bienne wurde dieser Frage nachgegangen [2]. Is ventilation of timber façades essential? Following a major Swiss research initiative, "Fire protection in Timber Structures", exterior timber wall claddings incorporating specific fire protection measures have been permitted up to the high-rise limit of 22 m since 2005 [1]. This includes exterior wall claddings with a ventilation space that is interrupted and closed off from above at each storey level. Such façades have advantages when it comes to fire protection as they reduce or prevent the spread of fire behind the cladding. This has raised the question of whether the ventilation of timber façades is necessary at all from a building physics perspective. This matter was investigated as part of an Architecture, Timber and Construction research project at Bern University of Applied Sciences [2]. [source] Verlustfaktor-Korrektur der Schalldämmung bei gefülltem ZiegelmauerwerkBAUPHYSIK, Issue 1 2010Martin Schneider M.Sc. Dipl.-Ing. (FH) Elastically wall junction; Experimental set-up; Internal damping; Rigidly wall junction Schall; Technische Regelwerke Sound protection and acoustics; Technical standards Abstract In einem gemeinsamen Forschungsvorhaben der Hochschule für Technik Stuttgart und des Fraunhofer-Instituts für Bauphysik wurden die akustischen Eigenschaften von mit Dämmstoffen gefüllten Lochziegeln systematisch untersucht. Hierbei zeigte sich, dass sich die gefüllten Steine in ihrem Verhalten nicht wesentlich von ungefüllten Ziegeln unterscheiden. Der wichtigste Unterschied besteht in einer größeren inneren Dämpfung und als Folge davon einer gegenüber gleichartigen ungefüllten Ziegeln um etwa 1 bis 2 dB erhöhten Schalldämmung. Auf Grundlage der Untersuchungsergebnisse wurde ein modifiziertes Verfahren zur Verlustfaktor-Korrektur der Schalldämmung von Hochlochziegel-Mauerwerk entwickelt, das für gefüllte und ungefüllte Steine gleichermaßen anwendbar ist. Loss factor correction for hollow bricks filled with insulation material. The acoustic properties of hollow bricks filled with insulation material were systematically investigated in a joint research project by the University of Applied Sciences in Stuttgart and the Fraunhofer Institute for Building Physics. The findings showed that the acoustic performance of filled bricks differs only slightly from that of non-filled bricks. The main difference is greater inner damping and a resulting increase in sound insulation of about 1 to 2 dB compared to non-filled bricks of the same type. Based on the results of the investigation a modified procedure for the loss factor correction of the sound insulation of vertically perforated hollow brick masonry was developed, which applies equally to filled as well as non-filled bricks. [source] Fundamentplatten aus Stahlbeton und Stahlfaserbeton.BETON- UND STAHLBETONBAU, Issue 9 2006Experimentelle Untersuchungen zur Gebrauchstauglichkeit und Tragfähigkeit Ein- und Mehrfamilienhäuser werden zunehmend statt auf Streifenfundamenten auf Fundamentplatten gegründet. Vorteile ergeben sich neben der wirtschaftlicheren Ausführung der Aushubarbeiten durch die einfachere Herstellung der Platte. Bei der Ausführung als Stahlfaserbetonplatte ergeben sich besonders wirtschaftliche Lösungen dann, wenn an die Gebrauchstauglichkeit keine besonderen Anforderungen wie Wasserdichtheit oder Rißbreitenbeschränkung gestellt werden. An der Fachhochschule Aachen wurden vergleichende experimentelle Untersuchungen an Bodenplatten aus Beton, Stahlbeton und Stahlfaserbeton unter Lastbeanspruchung durchgeführt. Es konnte nachgewiesen werden, daß Stahlfaserbeton für Fundamentplatten ein geeigneter Werkstoff ist, wenn Mindestanforderungen an die Steifigkeit des Bodens eingehalten werden. Bei erhöhten Anforderungen an die Gebrauchstauglichkeit werden Stahlbeton oder Kombinationen aus Stahlfaserbeton und Stahlbeton als sinnvoll erachtet, wenn diese auf Basis einer elastischen Schnittgrößenermittlung bemessen werden. Reinforced Concrete and Steel Fibre Reinforced Concrete Rafts Experimental tests on serviceability and ultimate loading performance Houses and residential buildings are increasingly built on rafts instead of strip foundations. The main advantages of rafts are more efficient excavation works and easy concreting of the rafts itself. The use of steel fibre reinforced concrete slabs offers economic advantages if there are no special requirements on service ability such as water tightness or crack limitations. At Aachen University of Applied Sciences a comparative experimental study on the load carrying behaviour of rafts made of concrete, reinforced concrete and steel fibre reinforced concrete was carried out. The tests have proven steel fibre concrete as suitable material for rafts in case of sufficient stiffness of the subbase. In case of special requirements on service ability, reinforced concrete or combined fibre and bar reinforced concrete should be used. In that case stresses should be calculated based on the elastic theory. [source] Application of a fuzzy logic control system for continuous anaerobic digestion of low buffered, acidic energy crops as mono-substrateBIOTECHNOLOGY & BIOENGINEERING, Issue 3 2009P. Scherer Abstract A fuzzy logic control (FLC) system was developed at the Hamburg University of Applied Sciences (HAW Hamburg) for operation of biogas reactors running on energy crops. Three commercially available measuring parameters, namely pH, the methane (CH4) content, and the specific gas production rate (spec. GPR,=,m3/kg VS/day) were included. The objective was to avoid stabilization of pH with use of buffering supplements, like lime or manure. The developed FLC system can cover most of all applications, such as a careful start-up process and a gentle recovery strategy after a severe reactor failure, also enabling a process with a high organic loading rate (OLR) and a low hydraulic retention time (HRT), that is, a high throughput anaerobic digestion process with a stable pH and CH4 content. A precondition for a high load process was the concept of interval feeding, for example, with 8 h of interval. The FLC system was proved to be reliable during the long term fermentation studies over 3 years in one-stage, completely stirred tank reactors (CSTR) with acidic beet silage as mono-input (pH 3.3,3.4). During fermentation of the fodder beet silage (FBS), a stable HRT of 6.0 days with an OLR of up to 15 kg,VS/m3/day and a volumetric GPR of 9 m3/m3/day could be reached. The FLC enabled an automatic recovery of the digester after two induced severe reactor failures. In another attempt to prove the feasibility of the FLC, substrate FBS was changed to sugar beet silage (SBS), which had a substantially lower buffering capacity than that of the FBS. With SBS, the FLC accomplished a stable fermentation at a pH level between 6.5 and 6.6, and a volatile fatty acid level (VFA) below 500 mg/L, but the FLC had to interact and to change the substrate dosage permanently. In a further experiment, the reactor temperature was increased from 41 to 50°C. Concomitantly, the specific GPR, pH and CH4 dropped down. Finally, the FLC automatically enabled a complete recovery in 16 days. Biotechnol. Bioeng. 2009; 102: 736,748. © 2008 Wiley Periodicals, Inc. [source] | ||||||||||