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In this paper, we provide an analytical study of the transmission eigenvalue problem with two conductivity parameters. We will assume that the underlying physical model is given by the scattering of a plane wave for an isotropic scatterer. In previous studies, this eigenvalue problem was analyzed with one conductive boundary parameter whereas we will consider the case of two parameters. We prove the existence and discreteness of the transmission eigenvalues as well as study the dependence on the physical parameters. We are able to prove monotonicity of the first transmission eigenvalue with respect to the parameters and consider the limiting procedure as the second boundary parameter vanishes. Lastly, we provide extensive numerical experiments to validate the theoretical work.
Künstliche Intelligenz (KI) hat die Designbranche erreicht, doch die Angst, dass KI Designer:innen die Arbeitsplätze wegnimmt, ist unbegründet. Künstliche Intelligenz kann Designer:innen als Werkzeug dienen. Durch das Zusammenspiel von Designer:innen und KI entstehen innerhalb von kürzester Zeit neuartige Kreationen. Das Projekt „Designexperiments with Artificial Intelligence“ ist eine Sammlung von visuellen Experimenten, welche mit der Hilfe von künstlicher Intelligenz durchgeführt wurden. Eines dieser Experimente wird in Form einer Installation ausgestellt. Dabei werden die Besucher*innen aufgefordert mit der Maschine zusammen ein Bild zu gestalten. Dieser Input wird anschließend von einer KI verarbeitet. Das Projekt „Designexperimente with Artificial Intelligence“ ist ein Versuch, mittels künstlicher Intelligenz eine neue Ästhetik zu finden.
Fan sein bedeutet für viele Menschen unterschiedliche Dinge. Viele würden sich selber vielleicht nicht mal als Solche bezeichnen. Nichtsdestotrotz gibt es etwas, das diese Gruppe von Menschen verbindet: Die gemeinsame Leidenschaft für eine bestimmte Sache, die sie im Alltag nicht missen wollen. In Deutschland alleine würden sich 47.900.000 Menschen selber als Fußball-Fan bezeichnen. Und natürlich lässt sich nicht jeder dieser Menschen in den selben Topf werfen. Die Publikation „59 von 47.900.00 Fußball-Fans“ beschäftigt sich mit 59 dieser Fans, verschiedenen Wissenschaftler*innen und Psycholog*innen, um dem Fan-Sein auf den Grund zu gehen. Warum sind Menschen überhaupt Fußball-Fans? Was macht Fan-Sein aus? Und wer sind diese Ultras?
siso - lerne was du willst
(2023)
Kinder konsumieren heutzutage für viele Stunden am Tag soziale Medien. Jedoch sind die Inhalte auf diesen Plattformen oftmals nur oberflächlich und bieten wenig bis keinen Mehrwert durch z. B. zusätzliches Wissen. Dabei lernen Kinder einfacher, wenn ihr Interesse am Thema geweckt ist und sie Spaß an der Beschäftigung haben. Die individuellen Interessen der Kinder – und damit die möglichen Lerninhalte – sind vielfältig. Eine mögliche Lösung hierfür ist siso. Siso ist eine Lernplattform, die sich dadurch auszeichnet, dass Kinder ihren Interessen nachgehen sowie neue Fertigkeiten und Fähigkeiten erlernen können. Des Weiteren regt siso die Nutzer*innen durch Aufgaben dazu an, selbst aktiv zu werden. Durch die in der Anwendung verbaute soziale Komponente können Kinder sich auch über ihre Interessen austauschen und dadurch neue Freunde finden.
Die Auswirkungen psychischer Erkrankungen stellen ein zunehmendes Thema in unserer Gesellschaft dar. Allein in Deutschland erkranken jedes Jahr ein Viertel aller Menschen psychisch. Besonders seit der Pandemie wächst die Nachfrage nach psychotherapeutischer Behandlung stetig an, wodurch die Wartelisten in den Praxen immer länger werden. Betroffene müssen oft ein halbes Jahr oder länger auf einen Therapieplatz warten und sind gezwungen zu nehmen, was gerade frei ist. Dabei ist es für den Therapieerfolg essenziell, dass nicht nur die Therapie auf einen abgestimmt ist, sondern auch die Chemie zwischen Therapeut:in und Patient:in passt. OpenCouch ist eine Anwendung, die Betroffene bei der Therapieplatzsuche unterstützen soll, indem sie Informationen und Tools zur Verfügung stellt, um trotz der geringen Verfügbarkeit einen Therapieplatz finden zu können, der einen Behandlungserfolg garantiert.
Künstliche Intelligenz (KI) wird heute vielfältig eingesetzt, so auch im Bereich der Sprache. Persönliche Assistent:innen und Chatbots beeindrucken, da sie so etwas Vielschichtiges wie die menschliche Sprache beherrschen. Dass Maschinen dabei nur komplexen mathematischen Regeln folgen, ist den meisten klar. Doch was verbirgt sich hinter dem vermeintlichen „Sprachverständnis“ einer KI? Word Embeddings bilden eine numerische Repräsentation von Sprache ab und dienen einem Machine Learning Algorithmus als eine Art „Wortschatz“, mit dem gerechnet werden kann. Das Projekt bildet einen hundertdimensionalen Word Embedding Datensatz auf verschiedene Weise und mittels explorierbarer interaktiver Tools ab. Kombiniert mit Erklärungen und eigenen Erkenntnissen finden sich diese Tools in einem Blog, der fachfremden Einsteigenden ins Thema KI erste tiefergehende Einblicke „hinter die Kulissen“ bieten soll."
Roverandom : eine illustrative Aufarbeitung und Neuinterpretation des Kinderbuches von J.R.R Tolkien
(2023)
Die Geschichte „Roverandom“ von J.R.R Tolkien lädt auf eine spannende Reise an der Seite des kleinen Hundes Rover ein, welche zum Mond und in die Tiefsee, vorbei an Zauberern und Drachen führt. Um das Abenteuer Tolkiens neu aufleben zu lassen, befasst sich dieses Projekt mit der illustrativen Aufarbeitung der Geschichte. Auf Grundlage der Betrachtung von Inspirationen und eigenen Illustrationen des englischen Schriftstellers entwickelte sich eine einheitliche Gestaltung innerhalb des Projekts. Durch die Kombination analoger und digitaler Medien entstanden über 40 Illustrationen, welche verschiedenste Szenen visualisieren und so die Welt des kleinen Hundes Rover auf eine anschauliche Art und Weise darstellen. Die Geschichte „Roverandom“ wird so durch eine ganz eigene Bildsprache visuell begleitet und für interessierte Leser:innen neu geöffnet.
Gestaltung und Programmierung dynamischer Motion-Design Plakate zwecks Kommunikation der Theaterstücke des Düsseldorfer Schauspielhauses. Der Fokus liegt dabei auf der Typografie und ihrer intrinsischen Bewegung. Der technische Fortschritt bietet viele neue Möglichkeiten im Umgang mit Schrift. Diese Arbeit dient dazu, mithilfe von aktuellen Techniken einen neuen Ansatz im Bereich Gestaltung mit Schrift, sowie Variable Fonts, in Kombination mit Motion-Design aufzuzeigen. Dies wird anhand von Eigenschaften der Schrift und der inhaltlichen Ebene, ohne die Buchstaben dabei zu dekonstruieren, umgesetzt. Die Bewegungen werden dann in das Format Plakat übertragen und dargestellt.
Narzissmus ist ein vielgenutzter Begriff. Häufig wird er im Kontext toxischer Beziehungen verwendet. Nur selten wird das Leben von Frauen thematisiert, deren Mutter narzisstisch ist. Die Graphic Novel „Niemals gut genug“ leistet einen Beitrag zu diesem wenig beachteten Thema. „Niemals gut genug“ schildert anhand von illustrierten Kurzgeschichten alltägliche Situationen von Töchtern narzisstischer Mütter. Die Kurzgeschichten berücksichtigen die Vielfalt narzisstischer Persönlichkeitsstörungen und werfen ein Schlaglicht auf die Vergangenheit narzisstischer Mütter. Dadurch rückt auch die transgenerationale Weitergabe von Narzissmus in den Fokus. „Niemals gut genug“ stellt einen einfühlsamen Zugang zu diesem sensiblen Thema dar und hilft dadurch Betroffenen beim Verstehen und Genesen.
Der experimentelle Tanzfilm „Farfilia“ behandelt die Beziehung einer Tochter zu ihrem Vater. Beide Parteien funktionieren sehr unterschiedlich, denken, kommunizieren und leben in völlig verschiedenen Welten. Es findet ein Konflikt zwischen den Generationen statt, zwischen zwei sehr gegensätzlichen Prägungen und Charakteren. Die zwei Welten unterscheiden sich nicht nur in ihrer Visualität, sondern durch die in ihr lebenden und handelnden zwei Hauptprotagonist*innen, welches bildgestalterisch durch ein Zusammenspiel von Cinematographie, Choreographie und Setting ausgearbeitet und dargestellt wird. Durch die gemeinsame Wirkung vieler unterschiedlicher Gestaltungsmittel soll eine Geschichte erzählt werden, in der sich beide Welten aufeinander zu bewegen und am Ende Elemente der jeweils anderen Welt in sich aufnehmen und für die eigene Empfindung in der jeweiligen Umgebung adaptieren.
Massenwohnungsbau in Berlin : eine Publikation zur Architektur des Massenwohnungsbaus in Berlin
(2023)
Berlin. Eine Stadt, die immer weiter wächst und beinahe aus allen Nähten platzt. Doch das Problem ist kein neues, denn bereits seit den 1920er-Jahren ist der Wohnraummangel in Berlin ein bekanntes Thema und immer wieder mussten hierfür in den letzten 100 Jahren Lösungen gefunden werden. Diese Publikation dokumentiert einen Querschnitt der Massenwohnbauten in Berlin, welche seit dem ersten Weltkrieg und auch insbesondere nach der Teilung der Stadt für die Unterbringung großer Menschenmengen konzipiert und gebaut wurden. Das Buch klärt über die Entstehung der Viertel und Gebäude auf, enthält Interviews einiger Bewohner*innen und bietet zudem fotografisch einen Blick hinter die Fassaden. Das Ziel ist es, das Thema Massenwohnraum vorzustellen und durch die detaillierten Einblicke die damit verknüpften – meist negativen – Stigmata abzubauen.
Field-effect EIS (electrolyte-insulator-semiconductor) sensors modified with a positively charged weak polyelectrolyte layer have been applied for the electrical detection of DNA (deoxyribonucleic acid) immobilization and hybridization by the intrinsic molecular charge. The EIS sensors are able to detect the existence of target DNA amplicons in PCR (polymerase chain reaction) samples and thus, can be used as tool for a quick verification of DNA amplification and the successful PCR process. Due to their miniaturized setup, compatibility with advanced micro- and nanotechnologies, and ability to detect biomolecules by their intrinsic molecular charge, those sensors can serve as possible platform for the development of label-free DNA chips. Possible application fields as well as challenges and limitations will be discussed.
Past earthquakes demonstrated the high vulnerability of industrial facilities equipped with complex process technologies leading to serious damage of the process equipment and multiple and simultaneous release of hazardous substances in industrial facilities. Nevertheless, the design of industrial plants is inadequately described in recent codes and guidelines, as they do not consider the dynamic interaction between the structure and the installations and thus the effect of seismic response of the installations on the response of the structure and vice versa. The current code-based approach for the seismic design of industrial facilities is considered not enough for ensure proper safety conditions against exceptional event entailing loss of content and related consequences. Accordingly, 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 (Seismology and Earthquake Engineering Research Infrastructure Alliance for Europe). The objective of the SPIF project is the investigation of the seismic behavior of a representative industrial structure equipped with complex process technology by means of shaking table tests. The test structure is a three-story moment resisting steel frame with vertical and horizontal vessels and cabinets, arranged on the three levels and connected by pipes. The dynamic behavior of the test structure and installations is investigated with and without base isolation. Furthermore, both firmly anchored and isolated components are taken into account to compare their dynamic behavior and interactions with each other. Artificial and synthetic ground motions are applied to study the seismic response at different PGA levels. After each test, dynamic identification measurements are carried out to characterize the system condition. The contribution presents the numerical simulations to calibrate the tests on the prototype, the experimental setup of the investigated structure and installations, selected measurement data and finally describes preliminary experimental results.
The feasibility of light-addressed detection and manipulation of pH gradients inside an electrochemical microfluidic cell was studied. Local pH changes, induced by a light-addressable electrode (LAE), were detected using a light-addressable potentiometric sensor (LAPS) with different measurement modes representing an actuator-sensor system. Biosensor functionality was examined depending on locally induced pH gradients with the help of the model enzyme penicillinase, which had been immobilized in the microfluidic channel. The surface morphology of the LAE and enzyme-functionalized LAPS was studied by scanning electron microscopy. Furthermore, the penicillin sensitivity of the LAPS inside the microfluidic channel was determined with regard to the analyte’s pH influence on the enzymatic reaction rate. In a final experiment, the LAE-controlled pH inhibition of the enzyme activity was monitored by the LAPS.
Utilizing an appropriate enzyme immobilization strategy is crucial for designing enzyme-based biosensors. Plant virus-like particles represent ideal nanoscaffolds for an extremely dense and precise immobilization of enzymes, due to their regular shape, high surface-to-volume ratio and high density of surface binding sites. In the present work, tobacco mosaic virus (TMV) particles were applied for the co-immobilization of penicillinase and urease onto the gate surface of a field-effect electrolyte-insulator-semiconductor capacitor (EISCAP) with a p-Si-SiO₂-Ta₂O₅ layer structure for the sequential detection of penicillin and urea. The TMV-assisted bi-enzyme EISCAP biosensor exhibited a high urea and penicillin sensitivity of 54 and 85 mV/dec, respectively, in the concentration range of 0.1–3 mM. For comparison, the characteristics of single-enzyme EISCAP biosensors modified with TMV particles immobilized with either penicillinase or urease were also investigated. The surface morphology of the TMV-modified Ta₂O₅-gate was analyzed by scanning electron microscopy. Additionally, the bi-enzyme EISCAP was applied to mimic an XOR (Exclusive OR) enzyme logic gate.
Bacterial cellulose (BC) is a biopolymer produced by different microorganisms, but in biotechnological practice, Komagataeibacter xylinus is used. The micro- and nanofibrillar structure of BC, which forms many different-sized pores, creates prerequisites for the introduction of other polymers into it, including those synthesized by other microorganisms. The study aims to develop a cocultivation system of BC and prebiotic producers to obtain BC-based composite material with prebiotic activity. In this study, pullulan (PUL) was found to stimulate the growth of the probiotic strain Lactobacillus rhamnosus GG better than the other microbial polysaccharides gellan and xanthan. BC/PUL biocomposite with prebiotic properties was obtained by cocultivation of Komagataeibacter xylinus and Aureobasidium pullulans, BC and PUL producers respectively, on molasses medium. The inclusion of PUL in BC is proved gravimetrically by scanning electron microscopy and by Fourier transformed infrared spectroscopy. Cocultivation demonstrated a composite effect on the aggregation and binding of BC fibers, which led to a significant improvement in mechanical properties. The developed approach for “grafting” of prebiotic activity on BC allows preparation of environmentally friendly composites of better quality.
We present a concise mini overview on the approaches to the disposal of nuclear waste currently used or deployed. The disposal of nuclear waste is the end point of nuclear waste management (NWM) activities and is the emplacement of waste in an appropriate facility without the intention to retrieve it. The IAEA has developed an internationally accepted classification scheme based on the end points of NWM, which is used as guidance. Retention times needed for safe isolation of waste radionuclides are estimated based on the radiotoxicity of nuclear waste. Disposal facilities usually rely on a multi-barrier defence system to isolate the waste from the biosphere, which comprises the natural geological barrier and the engineered barrier system. Disposal facilities could be of a trench type, vaults, tunnels, shafts, boreholes, or mined repositories. A graded approach relates the depth of the disposal facilities’ location with the level of hazard. Disposal practices demonstrate the reliability of nuclear waste disposal with minimal expected impacts on the environment and humans.
A capacitive electrolyte-insulator-semiconductor (EISCAP) biosensor modified with Tobacco mosaic virus (TMV) particles for the detection of acetoin is presented. The enzyme acetoin reductase (AR) was immobilized on the surface of the EISCAP using TMV particles as nanoscaffolds. The study focused on the optimization of the TMV-assisted AR immobilization on the Ta 2 O 5 -gate EISCAP surface. The TMV-assisted acetoin EISCAPs were electrochemically characterized by means of leakage-current, capacitance-voltage, and constant-capacitance measurements. The TMV-modified transducer surface was studied via scanning electron microscopy.
Acetoin and diacetyl have a major impact on the flavor of alcoholic beverages such as wine or beer. Therefore, their measurement is important during the fermentation process. Until now, gas chromatographic techniques have typically been applied; however, these require expensive laboratory equipment and trained staff, and do not allow for online monitoring. In this work, a capacitive electrolyte–insulator–semiconductor sensor modified with tobacco mosaic virus (TMV) particles as enzyme nanocarriers for the detection of acetoin and diacetyl is presented. The enzyme acetoin reductase from Alkalihalobacillus clausii DSM 8716ᵀ is immobilized via biotin–streptavidin affinity, binding to the surface of the TMV particles. The TMV-assisted biosensor is electrochemically characterized by means of leakage–current, capacitance–voltage, and constant capacitance measurements. In this paper, the novel biosensor is studied regarding its sensitivity and long-term stability in buffer solution. Moreover, the TMV-assisted capacitive field-effect sensor is applied for the detection of diacetyl for the first time. The measurement of acetoin and diacetyl with the same sensor setup is demonstrated. Finally, the successive detection of acetoin and diacetyl in buffer and in diluted beer is studied by tuning the sensitivity of the biosensor using the pH value of the measurement solution.
An improved and convenient ninhydrin assay for aminoacylase activity measurements was developed using the commercial EZ Nin™ reagent. Alternative reagents from literature were also evaluated and compared. The addition of DMSO to the reagent enhanced the solubility of Ruhemann's purple (RP). Furthermore, we found that the use of a basic, aqueous buffer enhances stability of RP. An acidic protocol for the quantification of lysine was developed by addition of glacial acetic acid. The assay allows for parallel processing in a 96-well format with measurements microtiter plates.
The subtilase family (S8), a member of the clan SB of serine proteases are ubiquitous in all kingdoms of life and fulfil different physiological functions. Subtilases are divided in several groups and especially subtilisins are of interest as they are used in various industrial sectors. Therefore, we searched for new subtilisin sequences of the family Bacillaceae using a data mining approach. The obtained 1,400 sequences were phylogenetically classified in the context of the subtilase family. This required an updated comprehensive overview of the different groups within this family. To fill this gap, we conducted a phylogenetic survey of the S8 family with characterised holotypes derived from the MEROPS database. The analysis revealed the presence of eight previously uncharacterised groups and 13 subgroups within the S8 family. The sequences that emerged from the data mining with the set filter parameters were mainly assigned to the subtilisin subgroups of true subtilisins, high-alkaline subtilisins, and phylogenetically intermediate subtilisins and represent an excellent source for new subtilisin candidates.
Dass der Stress im Krankenhaus eine Belastung für das Klinikpersonal darstellt, ist eine allseits bekannte Tatsache. Das liegt an dem anstrengenden Klinikalltag, welcher die Mitarbeiter:innen auf Belastungsprobe stellt. Lange Dienste und Überstunden, wenig Pausen und hohe Arbeitsverdichtung, Nacht- und Schichtdienst, zudem auch die aufwendige Dokumentation und ̈Bürokratie. Timewise behandelt die Thematik der Dienstplanerstellung im Krankenhaus unter der Berücksichtigung der psychischen und physischen Gesundheit des Klinikpersonals im Nacht- und Schichtdienst. Essenzielle Funktionen sind kürzere Kommunikationswege und eine gute Übersicht über den Soll-Ist-Abgleich inklusive Überstunden, Minusstunden, Abwesenheiten und den monatlichen Lohn. Der einfache Schichttausch und die Option der Berücksichtigung individueller Präferenzen und Wünsche ermöglicht es dem Personal, die Arbeit und das private Leben besser miteinander vereinen zu können, was sich positiv auf die Arbeitszufriedenheit auswirkt.
A methodology for assessment, seismic verification and strengthening of existing masonry buildings is presented in this paper. The verification is performed using a calculation model calibrated with the results from ambient vibration measurements. The calibrated model serves as an input for a deformation-based verification procedure based on the Capacity Spectrum Method (CSM). The bearing capacity of the building is calculated from experimental capacity curves of the individual walls idealized with bilinear elastic-perfectly plastic curves. The experimental capacity curves were obtained from in-plane cyclic loading tests on unreinforced and strengthened masonry walls with reinforced concrete jackets. The seismic action is compared with the load-bearing capacity of the building considering non-linear material behavior with its post-peak capacity. The application of the CSM to masonry buildings and the influence of a traditional strengthening method are demonstrated on the example of a public school building in Skopje, Macedonia.
Seit Jahrhunderten tragen Hebammen die Verantwortung für neues Leben und geben ihre Erfahrungen und ihr Können weiter. Trotz dieser ehrwürdigen Aufgabe gehören sie zu einer kleinen Berufsgruppe, die viel zu oft unterschätzt, überlastet und unterbezahlt wird. Sie sind Begleiter*innen in einer der sensibelsten und emotionalsten Zeiten des Lebens. Die Unterstützung einer Hebamme gewährleistet Aufklärung und Beistand während der Schwangerschaft, der Geburt und der Zeit im Wochenbett.
Das Projekt »Die Hebamme« ist ein Berufsportrait. Die Arbeit gibt Einblicke in die Tätigkeit und seine verschiedenen Bereiche und erzählt dabei hauptsächlich in Bildern. Zusätzlich berichten Hebammen aus unterschiedlichen Blickwinkeln über ihre Arbeit. Dieses Portrait stellt die Realtität der Arbeit dar und soll die Bedeutung der Tätigkeit näher bringen.
Kinder sind bei der Suche nach Antworten auf ihre Fragen in unserer medialen Gesellschaft stark mit dem digitalen Raum konfrontiert. Diese Medien können bei einer nicht kindergerechten Benutzung wichtige Entwicklungsprozesse hindern. Im Gegensatz dazu geben diese aber auch die Möglichkeit, Kindern wichtige Denkgewohnheiten beizubringen und sie besser auf die Zukunft vorzubereiten. Ziel der Arbeit ist es, eine Verbindung zwischen der analogen und digitalen Welt herzustellen und ein vielfältiges Lernen zu ermöglichen. Die App „miela“ schafft eine neue Ebene der Wissensvermittlung durch die Kombination von digitaler und analoger Welt. Das Userinterface ist altersentsprechend gestaltet und bietet unterschiedliche Themenfelder an, wobei die Wissensvermittlung und die Kreativität im Fokus stehen. Eine Zusammenarbeit mit der Toniebox als digitale Erweiterung kann weitere Themenfelder anbieten.
An interdisciplinary view on humane interfaces for digital shadows in the internet of production
(2022)
Digital shadows play a central role for the next generation industrial internet, also known as Internet of Production (IoP). However, prior research has not considered systematically how human actors interact with digital shadows, shaping their potential for success. To address this research gap, we assembled an interdisciplinary team of authors from diverse areas of human-centered research to propose and discuss design and research recommendations for the implementation of industrial user interfaces for digital shadows, as they are currently conceptualized for the IoP. Based on the four use cases of decision support systems, knowledge sharing in global production networks, human-robot collaboration, and monitoring employee workload, we derive recommendations for interface design and enhancing workers’ capabilities. This analysis is extended by introducing requirements from the higher-level perspectives of governance and organization.
The seismic performance and safety of major European industrial facilities has a global interest for Europe, its citizens and economy. A potential major disaster at an industrial site could affect several countries, probably far beyond the country where it is located. However, the seismic design and safety assessment of these facilities is practically based on national, often outdated seismic hazard assessment studies, due to many reasons, including the absence of a reliable, commonly developed seismic hazard model for whole Europe. This important gap is no more existing, as the 2020 European Seismic Hazard Model ESHM20 was released in December 2021. In this paper we investigate the expected impact of the adoption of ESHM20 on the seismic demand for industrial facilities, through the comparison of the ESHM20 probabilistic hazard at the sites where industrial facilities are located with the respective national and European regulations. The goal of this preliminary work in the framework of Working Group 13 of the European Association for Earthquake Engineering (EAEE), is to identify potential inadequacies in the design and safety control of existing industrial facilities and to highlight the expected impact of the adoption of the new European Seismic Hazard Model on the design of new industrial facilities and the safety assessment of existing ones.
Masonry infill walls are the most traditional enclosure system that is still widely used in RC frame buildings all over the world, particularly in seismic active regions. Although infill walls are usually neglected in seismic design, during an earthquake event they are subjected to in-plane and out-of-plane forces that can act separately or simultaneously. Since observations of damage to buildings after recent earthquakes showed detrimental effects of in-plane and out-of-plane load interaction on infill walls, the number of studies that focus on influence of in-plane damage on out-of-plane response has significantly increased. However, most of the xperimental campaigns have considered only solid infills and there is a lack of combined in-plane and out-of-plane experimental tests on masonry infills with openings, although windows and doors strongly affect seismic performance. In this paper, two types of experimental tests on infills with window openings are presented. The first is a pure out-of-plane test and the second one is a sequential in-plane and out-of-plane test aimed at investigating the effects of existing in-plane damage on outof-plane response. Additionally, findings from two tests with similar load procedure that were carried out on fully infilled RC frames in the scope of the same project are used for comparison. Test results clearly show that window opening increased vulnerability of infills to combined seismic actions and that prevention of damage in infills with openings is of the utmost importance for seismic safety.
Recent earthquakes showed that low-rise URM buildings following codecompliant seismic design and details behaved in general very well without substantial damages. Although advances in simulation tools make nonlinear calculation methods more readily accessible to designers, linear analyses will still be the standard design method for years to come. The present paper aims to improve the linear seismic design method by providing a proper definition of the q-factor of URM buildings. Values of q-factors are derived for low-rise URM buildings with rigid diaphragms, with reference to modern structural configurations realized in low to moderate seismic areas of Italy and Germany. The behaviour factor components for deformation and energy dissipation capacity and for overstrength due to the redistribution of forces are derived by means of pushover analyses. As a result of the investigations, rationally based values of the behaviour factor q to be used in linear analyses in the range of 2.0 to 3.0 are proposed.
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 façades 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 façade 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
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.
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.
Experimental investigation of behaviour of masonry infilled RC frames under out-of-plane loading
(2021)
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.
Nowadays modern high-performance buildings and facilities are equipped with monitoring systems and sensors to control building characteristics like energy consumption, temperature pattern and structural safety. The visualization and interpretation of sensor data is typically based on simple spreadsheets and non-standardized user-oriented solutions, which makes it difficult for building owners, facility managers and decision-makers to evaluate and understand the data. The solution of this problem in the future are integrated BIM-Sensor approaches which allow the generation of BIM models incorporating all relevant information of monitoring systems. These approaches support both the dynamic visualization of key structural performance parameters, the effective long-term management of sensor data based on BIM and provide a user-friendly interface to communicate with various stakeholders. A major benefit for the end user is the use of the BIM software architecture, which is the future standard anyway. In the following, the application of the integrated BIM-Sensor approach is illustrated for a typical industrial facility as a part of an early warning and rapid response system for earthquake events currently developed in the research project “ROBUST” with financial support by the German Federal Ministry for Economic Affairs and Energy (BMWI).
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.
Past earthquakes demonstrated the high vulnerability of industrial facilities equipped with complex process technologies leading to serious damage of the process equipment and multiple and simultaneous release of hazardous substances in industrial facilities. Nevertheless, the design of industrial plants is inadequately described in recent codes and guidelines, as they do not consider the dynamic interaction between the structure and the installations and thus the effect of seismic response of the installations on the response of the structure and vice versa. The current code-based approach for the seismic design of industrial facilities is considered not enough for ensure proper safety conditions against exceptional event entailing loss of content and related consequences. Accordingly, 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 (Seismology and Earthquake Engineering Research Infrastructure Alliance for Europe). The objective of the SPIF project is the investigation of the seismic behaviour of a representative industrial structure equipped with complex process technology by means of shaking table tests. The test structure is a three-story moment resisting steel frame with vertical and horizontal vessels and cabinets, arranged on the three levels and connected by pipes. The dynamic behaviour of the test structure and of its relative several installations is investigated. Furthermore, both process components and primary structure interactions are considered and analyzed. Several PGA-scaled artificial ground motions are applied to study the seismic response at different levels. After each test, dynamic identification measurements are carried out to characterize the system condition. The contribution presents the experimental setup of the investigated structure and installations, selected measurement data and describes the obtained damage. Furthermore, important findings for the definition of performance limits, the effectiveness of floor response spectra in industrial facilities will be presented and discussed.
Seismic behavior of an existing unreinforced masonry building built pre-modern code, located in the City of Ohrid, Republic of North Macedonia has been investigated in this paper. The analyzed school building is selected as an archetype in an ongoing project named “Seismic vulnerability assessment of existing masonry structures in Republic of North Macedonia (SeismoWall)”. Two independent segments were included in this research: Seismic hazard assessment by creating a cite specific response spectra and Seismic vulnerability definition by creating a region - specific series of vulnerability curves for the chosen building topology. A reliable Seismic Hazard Assessment for a selected region is a crucial point for performing a seismic risk analysis of a characteristic building class. In that manner, a scenario – based method that incorporates together the knowledge of tectonic style of the considered region, the active fault characterization, the earth crust model and the historical seismicity named Neo Deterministic approach is used for calculation of the response spectra for the location of the building. Variations of the rupturing process are taken into account in the nucleation point of the rupture, in the rupture velocity pattern and in the istribution of the slip on the fault. The results obtained from the multiple scenarios are obtained as an envelope of the response spectra computed for the cite using the procedure Maximum Credible Seismic Input (MCSI). Capacity of the selected building has been determined by using nonlinear static analysis. MINEA software (SDA Engineering) was used for verification of the structural safety of the chosen unreinforced masonry structure. In the process of optimization of the number of samples, computational cost required in a Monte Carlo simulation is significantly reduced since the simulation is performed on a polynomial response surface function for prediction of the structural response. Performance point, found as the intersection of the capacity of the building and the spectra used, is chosen as a response parameter. Five levels of damage limit states based on the capacity curve of the building are defined in dependency on the yield displacement and the maximum displacement. Maximum likelihood estimation procedure is utilized in the process of vulnerability curves determination. As a result, region specific series of vulnerability curves for the chosen type of masonry structures are defined. The obtained probabilities of exceedance a specific damage states as a result from vulnerability curves are compared with the observed damages happened after the earthquake in July 2017 in the City of Ohrid, North Macedonia.
Masonry is used in many buildings not only for load-bearing walls, but also for non-load-bearing enclosure elements in the form of infill walls. Many studies confirmed that infill walls interact with the surrounding reinforced concrete frame, thus changing dynamic characteristics of the structure. Consequently, masonry infills cannot be neglected in the design process. However, although the relevant standards contain requirements for infill walls, they do not describe how these requirements are to be met concretely. This leads in practice to the fact that the infill walls are neither dimensioned nor constructed correctly. The evidence of this fact is confirmed by the recent earthquakes, which have led to enormous damages, sometimes followed by the total collapse of buildings and loss of human lives. Recently, the increasing effort has been dedicated to the approach of decoupling of masonry infills from the frame elements by introducing the gap in between. This helps in removing the interaction between infills and frame, but raises the question of out-of-plane stability of the panel. This paper presents the results of the experimental campaign showing the out-of-plane behavior of masonry infills decoupled with the system called INODIS (Innovative decoupled infill system), developed within the European project INSYSME (Innovative Systems for Earthquake Resistant Masonry Enclosures in Reinforced Concrete Buildings). Full scale specimens were subjected to the different loading conditions and combinations of in-plane and out-of-plane loading. Out-of-plane capacity of the masonry infills with the INODIS system is compared with traditionally constructed infills, showing that INODIS system provides reliable out-of-plane connection under various loading conditions. In contrast, traditional infills performed very poor in the case of combined and simultaneously applied in-plane and out-of-plane loading, experiencing brittle behavior under small in-plane drifts followed by high out-of-plane displacements. Decoupled infills with the INODIS system have remained stable under out-of-plane loads, even after reaching high in-plane drifts and being damaged.
Masonry infill walls are commonly used in reinforced concrete (RC) frame structures, also in seismically active areas, although they often experience serious damage during earthquakes. One of the main reasons for their poor behaviour is the connection to the frame, which is usually constructed using mortar. This paper describes the novel solution for infill/frame connection based on application of elastomeric material between them. The system called INODIS (Innovative Decoupled Infill System) has the aim to postpone the activation of infill in in-plane direction and at the same time to provide sufficient out-of-plane support. First, experimental tests on infilled frame specimens are presented and the comparison of the results between traditionally infilled frames and infilled frames with the INODIS system are given. The results are then used for calibration and validation of numerical model, which can be further employed for investigating the influence of some material parameters on the behaviour of infilled frames with the INODIS system.