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Nach einer wahren Begebenheit nimmt der Kurzfilm den Zuschauer mit in das Erlebnis zweier Kinder eines Luftangriffes während des Zweiten Weltkriegs: "Es ist 1944, in Deutschland wütet der Zweite Weltkrieg. Horst und Elli erledigen gerade mit ihrer Tante die Einkäufe, als plötzlich die Sirenen aufheulen. Die Drei rennen auf schnellstem Weg zurück zum Dorf, um sich in den sicheren Luftschutzkeller zu flüchten. Doch in der Hektik werden die Kinder von ihrer Tante getrennt und als die ersten Bomben fallen, sind die Beiden noch lange nicht am Bunker angelangt. Geistesgegenwärtig reagiert Horst und rettet so ihrer beider Leben. Bevor weitere Bomben einschlagen, erreichen die Kinder endlich den sicheren Luftschutzkeller."
Jeder hat schon etwas vom Impfen gehört, trotzdem wird es von vielen vernachlässigt. Das Thema Impfen hat besonders im vergangenen Jahr an Relevanz gewonnen. Vor allem durch die Corona-Pandemie wird der Menschheit bewusst, welch wichtige Bedeutung ein Impfstoff hat. Doch auch abgesehen von der Impfung gegen Covid-19 sind Impfungen wichtig für unser aller Gesundheit. Viele lebenswichtige Impfungen werden vernachlässigt oder sind in der öffentlichen Wahrnehmung weniger präsent. Genau das soll die Kampagne verhindern. Das Ziel ist es, Jugendliche und junge Erwachsene auf das Thema aufmerksam zu machen. Die Kampagne soll zeigen, dass schon ein kleiner Piekser Leben retten kann. Gleichzeitig bietet sie auch die Möglichkeit, den Aufruf direkt umzusetzen. Lokale und terminbezogene Veranstaltungen helfen dabei. Dieses Projekt versucht durch eine Info-Tour, der Unwissenheit über Impfungen entgegenzuwirken.
This paper presents a new SIMO radar system based on a harmonic radar (HR) stepped frequency continuous wave (SFCW) architecture. Simple tags that can be electronically individually activated and deactivated via a DC control voltage were developed and combined to form an MO array field. This HR operates in the entire 2.45 GHz ISM band for transmitting the illumination signal and receives at twice the stimulus frequency and bandwidth centered around 4.9 GHz. This paper presents the development, the basic theory of a HR system for the characterization of objects placed into the propagation path in-between the radar and the reflectors (similar to a free-space measurement with a network analyzer) as well as first measurements performed by the system. Further detailed measurement series will be made available later on to other researchers to develop AI and machine learning based signal processing routines or synthetic aperture radar algorithms for imaging, object recognition, and feature extraction. For this purpose, the necessary information is published in this paper. It is explained in detail why this SIMO-HR can be an attractive solution augmenting or replacing existing systems for radar measurements in production technology for material under test measurements and as a simplified MIMO system. The novel HR transfer function, which is a basis for researchers and developers for material characterization or imaging algorithms, is introduced and metrologically verified in a well traceable coaxial setup.
Seismic vulnerability estimation of existing structures is unquestionably interesting topic of high priority, particularly after earthquake events. Having in mind the vast number of old masonry buildings in North Macedonia serving as public institutions, it is evident that the structural assessment of these buildings is an issue of great importance. In this paper, a comprehensive methodology for the development of seismic fragility curves of existing masonry buildings is presented. A scenario – based method that incorporates the knowledge of the tectonic style of the considered region, the active fault characterization, the earth crust model and the historical seismicity (determined via the Neo Deterministic approach) is used for calculation of the necessary response spectra. The capacity of the investigated masonry buildings has been determined by using nonlinear static analysis. MINEA software (SDA Engineering) is used for verification of the structural safety of the structures Performance point, obtained from the intersection of the capacity of the building and the spectra used, is selected as a response parameter. The thresholds of the spectral displacement are obtained by splitting the capacity curve into five parts, utilizing empirical formulas which are represented as a function of yield displacement and ultimate displacement. As a result, four levels of damage limit states are determined. A maximum likelihood estimation procedure for the process of fragility curves determination is noted as a final step in the proposed procedure. As a result, region specific series of vulnerability curves for structures are defined.
This paper describes the concept of an innovative, interdisciplinary, user-oriented earthquake warning and rapid response system coupled with a structural health monitoring system (SHM), capable to detect structural damages in real time. The novel system is based on interconnected decentralized seismic and structural health monitoring sensors. It is developed and will be exemplarily applied on critical infrastructures in Lower Rhine Region, in particular on a road bridge and within a chemical industrial facility. A communication network is responsible to exchange information between sensors and forward warnings and status reports about infrastructures’health condition to the concerned recipients (e.g., facility operators, local authorities). Safety measures such as emergency shutdowns are activated to mitigate structural damages and damage propagation. Local monitoring systems of the infrastructures are integrated in BIM models. The visualization of sensor data and the graphic representation of the detected damages provide spatial content to sensors data and serve as a useful and effective tool for the decision-making processes after an earthquake in the region under consideration.
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.
Die Zeit befindet sich im ständigen Wandel. Mit ihr verbindet man Zukunft, Vergangenheit und Gegenwart. Letzteres prägt das jetzige Dasein. Der Zeitwandel ist ein Prozess, über den wir uns meist erst nach Jahren bewusstwerden. Besonders, wenn man das Dorf, in welchem man aufgewachsen ist, näher betrachtet, fällt einem auf, was sich im Laufe der Jahre architektonisch oder infrastrukturell verändert hat. So stellt sich die Frage, wie das Dorf im letzten Jahrhundert ausgesehen hat. Wie sah es vor, während und nach den beiden Weltkriegen aus? Wie war das Dorfleben in der Zwischenkriegszeit? Was hat sich im letzten Jahrhundert verändert? Diese Arbeit zeigt den Wandel der Zeit, kombiniert aus Vergangenheit und Gegenwart. Damalige Aufnahmeorte wurden erneut aufgesucht, die Fotos aus der gleichen Position wurden neu abgelichtet und miteinander kombiniert.
The hot spots conjecture is only known to be true for special geometries. This paper shows numerically that the hot spots conjecture can fail to be true for easy to construct bounded domains with one hole. The underlying eigenvalue problem for the Laplace equation with Neumann boundary condition is solved with boundary integral equations yielding a non-linear eigenvalue problem. Its discretization via the boundary element collocation method in combination with the algorithm by Beyn yields highly accurate results both for the first non-zero eigenvalue and its corresponding eigenfunction which is due to superconvergence. Additionally, it can be shown numerically that the ratio between the maximal/minimal value inside the domain and its maximal/minimal value on the boundary can be larger than 1 + 10− 3. Finally, numerical examples for easy to construct domains with up to five holes are provided which fail the hot spots conjecture as well.
Past earthquakes demonstrated the high vulnerability of industrial facilities equipped with complex process technologies leading to serious damage of process equipment and multiple and simultaneous release of hazardous substances. Nonetheless, current standards for seismic design of industrial facilities are considered inadequate to guarantee proper safety conditions against exceptional events entailing loss of containment and related consequences. On these premises, the SPIF project -Seismic Performance of Multi-Component Systems in Special Risk Industrial Facilities- was proposed within the framework of the European H2020 SERA funding scheme. In detail, the objective of the SPIF project is the investigation of the seismic behaviour of a representative industrial multi-storey frame structure equipped with complex process components by means of shaking table tests. Along this main vein and in a performance-based design perspective, the issues investigated in depth are the interaction between a primary moment resisting frame (MRF) steel structure and secondary process components that influence the performance of the whole system; and a proper check of floor spectra predictions. The evaluation of experimental data clearly shows a favourable performance of the MRF structure, some weaknesses of local details due to the interaction between floor crossbeams and process components and, finally, the overconservatism of current design standards w.r.t. floor spectra predictions.