@masterthesis{Merkel2023, type = {Bachelor Thesis}, author = {Merkel, Tobias}, title = {Unterst{\"u}tzung f{\"u}r Familien : barrierearme Inanspruchnahme von Sozialleistungen f{\"u}r Familien und Kinder}, publisher = {FH Aachen}, address = {Aachen}, pages = {199 Seiten}, year = {2023}, abstract = {Familienbezogene Sozialleistungen sind wichtige Bestandteile eines Sozialstaats: Nicht nur helfen sie Kindern und Familien bei der Bew{\"a}ltigung ihres Alltags, vielmehr sichern sie ein ̈w{\"u}rdevolles Zusammenleben, gleichen in Teilen soziale Unterschiede aus und korrigieren ungleiche Startchancen. Chancengleichheit ist kein triviales Thema: Eine Gesellschaft, die auf sozialen Grundpfeilern aufbaut, muss st{\"a}ndig die Umsetzung dieses eigenen Anspruchs bewerten. Finanzielle Mittel, die deswegen angeboten werden, sind nur dann wirksam, wenn sie Betroffene erreichen. 
Die Nicht-Inanspruchnahme von Sozialleistungen ist ein komplexes Problem. Als Ursache wird gemeinhin die Attraktivit{\"a}t der Leistungen genannt. Vielfach sind aber die Kommunikation und die Informationsbeschaffung entscheidende Faktoren, warum Hilfe ungenutzt bleibt. In dem Projekt ist demgem{\"a}ß zu er{\"o}rtern, wie {\"u}ber zeitgem{\"a}ße digitale Instrumente das Angebot und die Leistungen der Familienkasse zug{\"a}nglich, barrierearm und intuitiv gestaltet werden k{\"o}nnen.}, language = {de} } @masterthesis{Oltmanns2023, type = {Bachelor Thesis}, author = {Oltmanns, Maireni}, title = {Digitale Medien wollen gelernt sein : Kampagne f{\"u}r die "Medienscouts NRW" zur Kompetenzf{\"o}rderung}, publisher = {FH Aachen}, address = {Aachen}, school = {Fachhochschule Aachen}, pages = {41 Seiten}, year = {2023}, abstract = {,,Digitale Medien wollen gelernt sein" ist eine Kampagne f{\"u}r das Projekt Medienscouts. Hier werden im ersten Schritt interessierte Sch{\"u}ler:innen an weiterf{\"u}hrenden Schulen zu Medienexpert:innen ausgebildet. Im Zweiten geben sie ihr Wissen an ihre Mitsch{\"u}ler:innen weiter und fungieren in ihren Schulen als gleichaltrige Ansprechpartner:innen bei Fragen oder Problemen. Um weitere Sch{\"u}ler:innen f{\"u}r das Projekt zu werben, konzentriert sich die Kampagne auf eine altersgerechte Social Media-Pr{\"a}senz. Ebenso wie das Projekt gibt auch die Kampagne den teilnehmenden Medienscouts die Freiheit, ihre Erfahrungen und Tipps zu teilen. Hierzu ist ein praktikables Konzept entworfen worden, mit dem die Scouts fortlaufend ihre offiziellen Kan{\"a}le bespielen k{\"o}nnen.}, language = {de} } @article{WiegnerVolkerMainzetal.2023, author = {Wiegner, Jonas and Volker, Hanno and Mainz, Fabian and Backes, Andreas and Loeken, Michael and H{\"u}ning, Felix}, title = {Energy analysis of a wireless sensor node powered by a Wiegand sensor}, series = {Journal of Sensors and Sensor Systems (JSSS)}, volume = {12}, journal = {Journal of Sensors and Sensor Systems (JSSS)}, number = {1}, publisher = {Copernicus Publ.}, address = {G{\"o}ttingen}, issn = {2194-878X}, doi = {10.5194/jsss-12-85-2023}, pages = {85 -- 92}, year = {2023}, abstract = {This article describes an Internet of things (IoT) sensing device with a wireless interface which is powered by the energy-harvesting method of the Wiegand effect. The Wiegand effect, in contrast to continuous sources like photovoltaic or thermal harvesters, provides small amounts of energy discontinuously in pulsed mode. To enable an energy-self-sufficient operation of the sensing device with this pulsed energy source, the output energy of the Wiegand generator is maximized. This energy is used to power up the system and to acquire and process data like position, temperature or other resistively measurable quantities as well as transmit these data via an ultra-low-power ultra-wideband (UWB) data transmitter. A proof-of-concept system was built to prove the feasibility of the approach. The energy consumption of the system during start-up was analysed, traced back in detail to the individual components, compared to the generated energy and processed to identify further optimization options. Based on the proof of concept, an application prototype was developed.}, language = {en} } @masterthesis{Ostheimer2023, type = {Bachelor Thesis}, author = {Ostheimer, Johanna}, title = {Somnio : ein aufkl{\"a}rendes Medium zum Thema Schlaf im 21. Jahrhundert}, publisher = {FH Aachen}, address = {Aachen}, school = {Fachhochschule Aachen}, pages = {126 Seiten}, year = {2023}, abstract = {Jede Nacht aufs Neue begeben wir uns in einen Zustand {\"a}ußerer Ruhe. Unser Bewusstsein geht dabei ganz oder teilweise verloren, wir reagieren vermindert auf {\"a}ußere Reize, die meisten unserer K{\"o}rperfunktionen sind aufgehoben und am n{\"a}chsten Morgen erinnern wir uns maximal an Bruchteile der letzten Stunden: Wir schlafen. Doch was genau passiert mit uns in dieser Zeit? Welche Vorteile bringt es uns zu schlafen? Welche Bedeutung haben unsere Tr{\"a}ume? Und wieso steigt die Zahl an Menschen, die unter Schlafst{\"o}rungen leiden, rapide an? In 'Somnio' wird diesen und weiteren Fragen auf den Grund gegangen und ein Blick in die Welt des Schlafs geboten. Ziel dieser Publikation ist es, Licht in eine oft noch unbekannte und gleichzeitig unglaubliche Welt zu bringen. Eine Welt, in der jeder von uns im Durchschnitt immerhin ein Drittel seines Lebens verbringt.}, language = {de} } @masterthesis{Outkina2023, type = {Bachelor Thesis}, author = {Outkina, Ioulia}, title = {Kassandra : wetterbedingte Extremereignisse werden zunehmend die neue Realit{\"a}t bestimmen}, publisher = {FH Aachen}, address = {Aachen}, pages = {253 Seiten}, year = {2023}, abstract = {Wetterbedingte Extremereignisse nehmen mit dem Klimawandel in vielen Regionen der Welt an Intensit{\"a}t und H{\"a}ufigkeit zu. Immer wieder unterstreichen tragische Krisenvorf{\"a}lle die Notwendigkeit der Aufkl{\"a}rung im Nachgang. Doch ausgerechnet wenn sich Leute {\"u}ber eins der aktuellsten und schwerwiegendsten Themen unserer heutigen Zeit informieren wollen, wird es daf{\"u}r keinen konsistenten Kanal in Deutschland geben. Kassandra bietet die M{\"o}glichkeit, sich verst{\"a}ndlich mit den Ereignissen und Missst{\"a}nden sachlich im Krisenbereich auseinanderzusetzen. Transparenz und Seriosit{\"a}t sind Schwerpunkte im qualitativ hochwertigen Bereich, die dabei von Wichtigkeit sind. Mit den Prinzipien des investigativen Journalismus schafft Kassandra als Onlineformat einen Denkanstoß, wie im Bereich der Krisenkommunikation eine Verbesserung stattfinden kann.}, language = {de} } @masterthesis{Palm2023, type = {Bachelor Thesis}, author = {Palm, Kevin John}, title = {Viva sin Aqua : Konzeption einer Kampagne zum virtuellen Wasserbedarf}, publisher = {FH Aachen}, address = {Aachen}, pages = {80 Seiten}, year = {2023}, abstract = {Den aktuellen Zustand unserer Welt positiv zu beeinflussen, ist ein {\"u}bergeordnetes Ziel, welches nur kollektiv als Gesellschaft erreicht werden kann. Das Einsparen von Ressourcen ist ein leichter Weg f{\"u}r jede einzelne Person, um ihren Beitrag f{\"u}r dieses Ziel zu leisten. Doch wie bewegt man die Bev{\"o}lkerung zum Sparen? Und was soll eingespart werden? Die Kampagne "Viva sin Agua" sensibilisiert f{\"u}r die Ressource Wasser und nutzt dabei den {\"o}ffentlichen Raum. Aufgekl{\"a}rt wird {\"u}ber das sogenannte virtuelle Wasser. Dieses f{\"a}llt in teilweise extremen Mengen f{\"u}r die Produktion jeglicher Konsumwaren an. Das Ziel der Kampagne ist das Kennzeichnen dieses Wasserverbrauchs direkt am Produkt {\"u}ber eigene Labels. Dadurch soll ein Bewusstsein f{\"u}r den kritischen Kontext geschaffen und das allgemeine Konsumverhalten nachhaltig ver{\"a}ndert werden.}, language = {de} } @inproceedings{MilijašŠakićMarinkovićetal.2021, author = {Milijaš, Aleksa and Šakić, Bogdan and Marinković, Marko and Butenweg, Christoph}, title = {Experimental investigation of behaviour of masonry infilled RC frames under out-of-plane loading}, series = {Proceedings of COMPDYN 2021}, booktitle = {Proceedings of COMPDYN 2021}, editor = {Papadrakakis, Manolis and Fragiadakis, Michalis}, publisher = {National Technical University of Athens}, address = {Athen}, isbn = {978-618-85072-5-8}, issn = {2623-3347}, doi = {10.7712/120121.8528.18914}, pages = {829 -- 846}, year = {2021}, abstract = {Masonry infills are commonly used as exterior or interior walls in reinforced concrete (RC) frame structures and they can be encountered all over the world, including earthquake prone regions. Since the middle of the 20th century the behaviour of these non-structural elements under seismic loading has been studied in numerous experimental campaigns. However, most of the studies were carried out by means of in-plane tests, while there is a lack of out-of-plane experimental investigations. In this paper, the out-of-plane tests carried out on full scale masonry infilled frames are described. The results of the out-of-plane tests are presented in terms of force-displacement curves and measured out-of-plane displacements. Finally, the reliability of existing analytical approaches developed to estimate the out-of-plane strength of masonry infills is examined on presented experimental results.}, language = {en} } @inproceedings{ŠakićMilijašMarinkovićetal.2021, author = {Šakić, Bogdan and Milijaš, Aleksa and Marinković, Marko and Butenweg, Christoph and Klinkel, Sven}, title = {Influence of prior in-plane damage on the out-of-plane response of non-load bearing unreinforced masonry walls under seismic load}, series = {Proceedings of COMPDYN 2021}, booktitle = {Proceedings of COMPDYN 2021}, editor = {Papadrakakis, Manolis and Fragiadakis, Michalis}, publisher = {National Technical University of Athens}, address = {Athen}, isbn = {9786188507258}, issn = {2623-3347}, doi = {10.7712/120121.8527.18913}, pages = {808 -- 828}, year = {2021}, abstract = {Reinforced concrete frames with masonry infill walls are popular form of construction all over the world as well in seismic regions. While severe earthquakes can cause high level of damage of both reinforced concrete and masonry infills, earthquakes of lower to medium intensity some-times can cause significant level of damage of masonry infill walls. Especially important is the level of damage of face loaded infill masonry walls (out-of-plane direction) as out-of-plane load cannot only bring high level of damage to the wall, it can also be life-threating for the people near the wall. The response in out-of-plane direction directly depends on the prior in-plane damage, as previous investigation shown that it decreases resistance capacity of the in-fills. Behaviour of infill masonry walls with and without prior in-plane load is investigated in the experimental campaign and the results are presented in this paper. These results are later compared with analytical approaches for the out-of-plane resistance from the literature. Conclusions based on the experimental campaign on the influence of prior in-plane damage on the out-of-plane response of infill walls are compared with the conclusions from other authors who investigated the same problematic.}, language = {en} } @inproceedings{TomicPennaDeJongetal.2020, author = {Tomic, Igor and Penna, Andrea and DeJong, Matthew and Butenweg, Christoph and Senaldi, Ilaria and Guerrini, Gabriele and Malomo, Daniele and Beyer, Katrin}, title = {Blind predictions of shake table testing of aggregate masonry buildings}, series = {Proceedings of the 17th World Conference on Earthquake Engineering}, booktitle = {Proceedings of the 17th World Conference on Earthquake Engineering}, year = {2020}, abstract = {In many historical centers in Europe, stone masonry is part of building aggregates, which developed when the layout of the city or village was densified. The analysis of such building aggregates is very challenging and modelling guidelines missing. Advances in the development of analysis methods have been impeded by the lack of experimental data on the seismic response of such aggregates. The SERA project AIMS (Seismic Testing of Adjacent Interacting Masonry Structures) provides such experimental data by testing an aggregate of two buildings under two horizontal components of dynamic excitation. With the aim to advance the modelling of unreinforced masonry aggregates, a blind prediction competition is organized before the experimental campaign. Each group has been provided a complete set of construction drawings, material properties, testing sequence and the list of measurements to be reported. The applied modelling approaches span from equivalent frame models to Finite Element models using shell elements and discrete element models with solid elements. This paper compares the first entries, regarding the modelling approaches, results in terms of base shear, roof displacements, interface openings, and the failure modes.}, language = {en} } @inproceedings{TomićPennaDeJongetal.2020, author = {Tomić, Igor and Penna, Andrea and DeJong, Matthew and Butenweg, Christoph and Correia, Ant{\´o}nio A. and Candeias, Paulo X. and Senaldi, Ilaria and Guerrini, Gabriele and Malomo, Daniele and Beyer, Katrin}, title = {Seismic testing of adjacent interacting masonry structures}, series = {12th International Conference on Structural Analysis of Historical Constructions (SAHC 2020)}, booktitle = {12th International Conference on Structural Analysis of Historical Constructions (SAHC 2020)}, doi = {10.23967/sahc.2021.234}, pages = {1 -- 12}, year = {2020}, abstract = {In many historical centres in Europe, stone masonry buildings are part of building aggregates, which developed when the layout of the city or village was densified. In these aggregates, adjacent buildings share structural walls to support floors and roofs. Meanwhile, the masonry walls of the fa{\c{c}}ades of adjacent buildings are often connected by dry joints since adjacent buildings were constructed at different times. Observations after for example the recent Central Italy earthquakes showed that the dry joints between the building units were often the first elements to be damaged. As a result, the joints opened up leading to pounding between the building units and a complicated interaction at floor and roof beam supports. The analysis of such building aggregates is very challenging and modelling guidelines do not exist. Advances in the development of analysis methods have been impeded by the lack of experimental data on the seismic response of such aggregates. The objective of the project AIMS (Seismic Testing of Adjacent Interacting Masonry Structures), included in the H2020 project SERA, is to provide such experimental data by testing an aggregate of two buildings under two horizontal components of dynamic excitation. The test unit is built at half-scale, with a two-storey building and a one-storey building. The buildings share one common wall while the fa{\c{c}}ade walls are connected by dry joints. The floors are at different heights leading to a complex dynamic response of this smallest possible building aggregate. The shake table test is conducted at the LNEC seismic testing facility. The testing sequence comprises four levels of shaking: 25\%, 50\%, 75\% and 100\% of nominal shaking table capacity. Extensive instrumentation, including accelerometers, displacement transducers and optical measurement systems, provides detailed information on the building aggregate response. Special attention is paid to the interface opening, the globa}, language = {en} }