TY - INPR A1 - Koch, Florian T1 - Zwischen Transformation und Globalisierung - Immobilienmarkt und Stadtentwicklung in Warschau T1 - Real estate markets and urban development in Warsaw N2 - Nach der politischen Wende Ende der 1980er/Anfang der 1990er Jahre entwickelte sich in Warschau innerhalb kurzer Zeit ein hoch dynamischer Immobilienmarkt kapitalistischer Prägung, dessen Mechanismen grundlegende Auswirkungen auf die Stadtentwicklung Warschaus haben. Im folgenden Aufsatz werden die wesentlichen Eigenschaften des Büro- und Wohnungsmarkts aufgezeigt. Es werden für jeden Sektor die Funktionsweise, die wesentlichen Akteure der Nachfrage- und Angebotsseite, die Rolle der Institutionen und die räumlichen Konsequenzen dargestellt. KW - Immobilienmarkt KW - Warschau KW - Stadtentwicklung KW - Stadtforschung KW - Wohnungsmarkt KW - Transformation KW - Globalisierung Y1 - 2006 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:gbv:wim2-20111215-7952 ER - TY - INPR A1 - Fischer, Jens A1 - Schwendner, Sascha A1 - Seim, Werner A1 - Engelmann, Iris T1 - Verbindungen mit Nägeln im Holzbau – Die Erforschung und Entwicklung von Konstruktionsregeln N2 - Der Nagel als tragendes Holzverbindungsmittel ist heute gut bekannt. Doch noch vor 100 Jahren war das anders: sein statisch konstruktiver Gebrauch war verboten. Das änderte sich mit Beginn dessen Erforschung Ende der 1920er Jahre. Seit 1933 ist der Nagel Bestandteil der deutschen Regelwerke und findet seitdem breite Verwendung. Über weite Teile des 20. Jahrhunderts diente er in Not- und Sparkonstruktionen wie Brett- und Bohlenbindern als hocheffizientes Verbindungsmittel der Wahl. Diese materialsparenden Tragwerke waren bei der periodisch im-mer wiederkehrenden Ressourcenknappheit sehr gefragt und sind ein wichtiger Bestandteil der Konstruktionsgeschichte des Holzbaus. In dem folgenden Beitrag wird die Erforschung des Na-geltragverhaltens und die einhergehende fortlaufende Normierung behandelt. Die Errungen-schaften einzelner Forschungsvorhaben werden vorgestellt. Anhand eines Zeitstrahls werden Zusammenhänge zwischen Forschung und Normung gezeigt. Tabellen und Grafiken verdeutli-chen die Änderungen innerhalb der Normen von der ersten DIN 1052 im Jahr 1933 über die erste eigenständige Holzbaunorm in der DDR, der TGL 112-0730, aus 1963 bis zur DIN 1052- 1988. Dabei wird immer Bezug zum derzeitigen Entwurf des Eurocode 5 genommen. Allgemein zeigt sich, dass ein Großteil der heutigen Kenntnisse immer noch auf die Grundlagenforschung der 1930er Jahre zurückgeht. N2 - The nail as a load-bearing timber fastener is well known today. But 100 years ago, it was different: its structural use was not allowed. This changed with the beginning of systematical research at the end of the 1920s. Since 1933, the nail has been part of the German regulations and has been widely used ever since. For much of the 20th century, it served as the highly efficient fastener of choice especially in roof structures such as board and plank trusses. These material-saving load-bearing structural elements were always in demand due to the periodically recurring scarcity of material resources and are an important part in con-struction history. The following article deals with the research of the load-bearing behaviour of nails and the standardisation that has constantly accompanied it. The achievements of individual research projects are presented. A timeline shows the connections between research and standardisation. Tables and graphics illustrate the changes within the standards from the first DIN 1052 in 1933 to the first independent timber construction standard in the DDR, TGL 112-0730, from 1963 to DIN 1052-1988. Reference is al-ways made to the Eurocode 5 valid today. In general, it can be seen that a large part of today's knowledge still goes back to the basic research of the 1930s. KW - Ingenieurholzbau KW - Holz-Holz-Verbindungen KW - Nagel KW - Experimentelle Untersuchungen KW - DIN 1052 KW - TGL Y1 - 2023 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:gbv:wim2-20230112-48893 N1 - This is the pre-peer reviewed version. ER - TY - INPR A1 - Vogel, Albert A1 - Benz, Alexander A1 - Völker, Conrad T1 - Untersuchung des Wärmeübergangs von zyklisch beanspruchten Betonzylindern N2 - Wiederkehrende Belastungen, wie sie beispielsweise an Brücken oder Windenergieanlagen auftreten, können innerhalb der Nutzungsdauer solcher Bauwerke bis zu 1.000.000.000 Lastwechsel erreichen. Um das dadurch eintretende Ermüdungsverhalten von Beton zu untersuchen, werden diese zyklischen Beanspruchungen in mechanischen Versuchen mit Prüfzylindern nachgestellt. Damit Versuche mit solch hohen Lastwechselzahlen in akzeptablen Zeitdauern durchgeführt werden können, wird die Belastungsfrequenz erhöht. Als Folge dieser erhöhten Belas-tungsfrequenz erwärmen sich allerdings die Betonprobekörper, was zu einem früheren, unrealistischen Versagenszeitpunkt führen kann, weshalb die Erwärmung begrenzt werden muss. Um die Wärmefreisetzung in der Probe zu untersuchen, wurden Versuche und Simulationen durchgeführt. Im Beitrag wird die analytische und messtechnische Analyse des Wärmeübergangs an erwärmten Betonzylindern vorgestellt. Resultierend daraus wird eine Möglichkeit zur Reduktion der Erwärmung an zyklisch beanspruchten Betonzylindern vorgestellt. N2 - Periodic load cycles, such as those that occur on bridges or wind turbines, are of great importance for dynamic long-term considerations of concrete. Within the life span of such structures, up to 1,000,000,000 load changes can be expected. To determine the fatigue strength, the resistance to periodic loads can be determined in a short time in laboratory tests by increasing the load frequency. As a result of this increased load frequency, however, the concrete test specimens heat up, which can lead to an earlier, unrealistic time of failure, which is why the heating must be limited. Therefore, tests and simulations were carried out to investigate the heat release in the sample. In this article, the analytical analysis and measurements of the heat release of heated concrete cylinders are presented. As a conclusion, a possibility of reducing the temperature of dynamically stressed concrete cylinders is introduced. KW - Zyklische Beanspruchung KW - Wärmeübergang KW - Wärmeübergangskoeffizient KW - Dissipation KW - Wärmeübergangskoeffizient an Zylinder KW - heat transfer coefficient for cylinders KW - cyclic load Y1 - 2020 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:gbv:wim2-20200619-41813 N1 - This is the pre-peer reviewed version of the following article: https://onlinelibrary.wiley.com/doi/abs/10.1002/bapi.202000004, which has been published in final form at https://doi.org/10.1002/bapi.202000004 VL - 2020 IS - Volume 42, Issue 3 SP - 131 EP - 138 PB - John Wiley and Sons ER - TY - INPR A1 - Langlotz, Tobias A1 - Bimber, Oliver T1 - Unsynchronized 4D Barcodes N2 - We present a novel technique for optical data transfer between public displays and mobile devices based on unsynchronized 4D barcodes. We assume that no direct (electromagnetic or other) connection between the devices can exist. Time-multiplexed, 2D color barcodes are displayed on screens and recorded with camera equipped mobile phones. This allows to transmit information optically between both devices. Our approach maximizes the data throughput and the robustness of the barcode recognition, while no immediate synchronization exists. Although the transfer rate is much smaller than it can be achieved with electromagnetic techniques (e.g., Bluetooth or WiFi), we envision to apply such a technique wherever no direct connection is available. 4D barcodes can, for instance, be integrated into public web-pages, movie sequences or advertisement presentations, and they encode and transmit more information than possible with single 2D or 3D barcodes. KW - Maschinelles Sehen KW - Computer Vision KW - Barcodes Y1 - 2007 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:gbv:wim2-20111215-8531 ER - TY - INPR A1 - Grundhöfer, Anselm A1 - Bimber, Oliver T1 - Real-Time Adaptive Radiometric Compensation N2 - Recent radiometric compensation techniques make it possible to project images onto colored and textured surfaces. This is realized with projector-camera systems by scanning the projection surface on a per-pixel basis. With the captured information, a compensation image is calculated that neutralizes geometric distortions and color blending caused by the underlying surface. As a result, the brightness and the contrast of the input image is reduced compared to a conventional projection onto a white canvas. If the input image is not manipulated in its intensities, the compensation image can contain values that are outside the dynamic range of the projector. They will lead to clipping errors and to visible artifacts on the surface. In this article, we present a novel algorithm that dynamically adjusts the content of the input images before radiometric compensation is carried out. This reduces the perceived visual artifacts while simultaneously preserving a maximum of luminance and contrast. The algorithm is implemented entirely on the GPU and is the first of its kind to run in real-time. KW - Maschinelles Sehen KW - CGI KW - Bildbasiertes Rendering KW - Display KW - Projektionsverfahren KW - Radiometrische Kompensation KW - Projektion KW - Projekor-Kamera System KW - Bildkorrektur KW - Visuelle Wahrnehmung KW - radiometric compensation KW - projection KW - projector-camera systems KW - image correction KW - visual perception Y1 - 2006 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:gbv:wim2-20111215-7848 ER - TY - INPR A1 - Abbas, Tajammal A1 - Kavrakov, Igor A1 - Morgenthal, Guido A1 - Lahmer, Tom T1 - Prediction of aeroelastic response of bridge decks using artificial neural networks N2 - The assessment of wind-induced vibrations is considered vital for the design of long-span bridges. The aim of this research is to develop a methodological framework for robust and efficient prediction strategies for complex aerodynamic phenomena using hybrid models that employ numerical analyses as well as meta-models. Here, an approach to predict motion-induced aerodynamic forces is developed using artificial neural network (ANN). The ANN is implemented in the classical formulation and trained with a comprehensive dataset which is obtained from computational fluid dynamics forced vibration simulations. The input to the ANN is the response time histories of a bridge section, whereas the output is the motion-induced forces. The developed ANN has been tested for training and test data of different cross section geometries which provide promising predictions. The prediction is also performed for an ambient response input with multiple frequencies. Moreover, the trained ANN for aerodynamic forcing is coupled with the structural model to perform fully-coupled fluid--structure interaction analysis to determine the aeroelastic instability limit. The sensitivity of the ANN parameters to the model prediction quality and the efficiency has also been highlighted. The proposed methodology has wide application in the analysis and design of long-span bridges. KW - Aerodynamik KW - Artificial neural network KW - Ingenieurwissenschaften KW - Bridge KW - Bridge aerodynamics KW - Aerodynamic derivatives KW - Motion-induced forces KW - Bridges Y1 - 2020 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:gbv:wim2-20200225-40974 N1 - This is the pre-peer reviewed version of the following article: https://www.sciencedirect.com/science/article/abs/pii/S0045794920300018?via%3Dihub, https://doi.org/10.1016/j.compstruc.2020.106198 ER - TY - INPR A1 - Khosravi, Khabat A1 - Sheikh Khozani, Zohreh A1 - Cooper, James R. T1 - Predicting stable gravel-bed river hydraulic geometry: A test of novel, advanced, hybrid data mining algorithms N2 - Accurate prediction of stable alluvial hydraulic geometry, in which erosion and sedimentation are in equilibrium, is one of the most difficult but critical topics in the field of river engineering. Data mining algorithms have been gaining more attention in this field due to their high performance and flexibility. However, an understanding of the potential for these algorithms to provide fast, cheap, and accurate predictions of hydraulic geometry is lacking. This study provides the first quantification of this potential. Using at-a-station field data, predictions of flow depth, water-surface width and longitudinal water surface slope are made using three standalone data mining techniques -, Instance-based Learning (IBK), KStar, Locally Weighted Learning (LWL) - along with four types of novel hybrid algorithms in which the standalone models are trained with Vote, Attribute Selected Classifier (ASC), Regression by Discretization (RBD), and Cross-validation Parameter Selection (CVPS) algorithms (Vote-IBK, Vote-Kstar, Vote-LWL, ASC-IBK, ASC-Kstar, ASC-LWL, RBD-IBK, RBD-Kstar, RBD-LWL, CVPSIBK, CVPS-Kstar, CVPS-LWL). Through a comparison of their predictive performance and a sensitivity analysis of the driving variables, the results reveal: (1) Shield stress was the most effective parameter in the prediction of all geometry dimensions; (2) hybrid models had a higher prediction power than standalone data mining models, empirical equations and traditional machine learning algorithms; (3) Vote-Kstar model had the highest performance in predicting depth and width, and ASC-Kstar in estimating slope, each providing very good prediction performance. Through these algorithms, the hydraulic geometry of any river can potentially be predicted accurately and with ease using just a few, readily available flow and channel parameters. Thus, the results reveal that these models have great potential for use in stable channel design in data poor catchments, especially in developing nations where technical modelling skills and understanding of the hydraulic and sediment processes occurring in the river system may be lacking. KW - Maschinelles Lernen KW - Künstliche Intelligenz KW - Data Mining KW - Hydraulic geometry KW - Gravel-bed rivers Y1 - 2021 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:gbv:wim2-20211004-44998 N1 - This is the pre-peer reviewed version of the following article: https://www.sciencedirect.com/science/article/abs/pii/S1364815221002085 ; https://doi.org/10.1016/j.envsoft.2021.105165 VL - 2021 ER - TY - INPR A1 - Radmard Rahmani, Hamid A1 - Könke, Carsten T1 - Passive Control of Tall Buildings Using Distributed Multiple Tuned Mass Dampers N2 - The vibration control of the tall building during earthquake excitations is a challenging task due to their complex seismic behavior. This paper investigates the optimum placement and properties of the Tuned Mass Dampers (TMDs) in tall buildings, which are employed to control the vibrations during earthquakes. An algorithm was developed to spend a limited mass either in a single TMD or in multiple TMDs and distribute them optimally over the height of the building. The Non-dominated Sorting Genetic Algorithm (NSGA – II) method was improved by adding multi-variant genetic operators and utilized to simultaneously study the optimum design parameters of the TMDs and the optimum placement. The results showed that under earthquake excitations with noticeable amplitude in higher modes, distributing TMDs over the height of the building is more effective in mitigating the vibrations compared to the use of a single TMD system. From the optimization, it was observed that the locations of the TMDs were related to the stories corresponding to the maximum modal displacements in the lower modes and the stories corresponding to the maximum modal displacements in the modes which were highly activated by the earthquake excitations. It was also noted that the frequency content of the earthquake has significant influence on the optimum location of the TMDs. KW - Schwingungsdämpfer KW - Hochbau KW - tall buildings KW - passive control KW - genetic algorithm KW - tuned mass dampers Y1 - 2019 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:gbv:wim2-20190311-38597 UR - https://www.researchgate.net/publication/330508976_Seismic_Control_of_Tall_Buildings_Using_Distributed_Multiple_Tuned_Mass_Dampers ER - TY - INPR A1 - Schwendner, Sascha A1 - Fischer, Jens A1 - Seim, Werner A1 - Engelmann, Iris T1 - Nägel im Holzbau – Die Erforschung des Trag- und Verformungsverhaltens N2 - Die Tragfähigkeit von Nägeln und Nagelverbindungen im Holzbau war lange Zeit ausschließlich über Tabellen, die auf experimentellen Untersuchungen basierten, geregelt. In den letzten 100 Jahren untersuchten unterschiedliche Forscher das Last-Verformungsverhalten dieser Verbindungen und entwickelten Modelle, mit denen auf Grundlage von analytischen Gleichungen die Tragfähigkeit und das Verformungsverhalten von Nägeln berechnet werden kann. Die zunächst in Not- und Sparkonstruktion eingesetzten Nägel werden heutzutage vor allem bei Tafelelementen verwendet. Im Bestand finden sich aber auch zahlreiche, teils weit gespannte Fachwerkkonstruktionen. In dem folgenden Beitrag werden die Erforschung und Entwicklung der Tragfähigkeit sowie des Verformungsverhaltens von genagelten Verbindungen detailliert und strukturiert erläutert. Die zugehörigen Meilensteine werden genauer betrachtet. Über unterschiedliche Methoden für die Bestimmung der Tragfähigkeit sowie mechanische Phänomene, die erst nach und nach entdeckt wurden, können in der aktuellen Normung sehr individuelle Verbindungen nachgewiesen und deren Verhalten beschrieben werden. Tabellen und Grafiken verdeutlichen die einzelnen Meilensteine der geschichtlichen Entwicklung und vergleichen konkret die normativen Regelungen seit Beginn der Einführung des Nagels in den Ingenieurholzbau in Deutschland. Hierbei kann gezeigt werden, dass einige Definitionen seit 1933 bis heute noch ihre Gültigkeit behalten. N2 - For a long time, the load-carrying capacity of nails and nail connections in timber structures was regulated only by tables based on experimental investigations. In the last 100 years, different researchers investigated the load-deformation behaviour of these connections and developed models with which the load-carrying capacity and deformation behaviour of nails can be estimated very precisely on the basis of analytical equations. At first used in material saving construction in economical difficult times, nails are nowadays ever-present in modern engineered timber structures. In the following article, the research and development of nail load-carrying capacity and its deformation behaviour will be basically explained, and the milestones will be examined in detail. Using different methods to consider mechanical phenomena, which were only discovered over time, individual connections can be verified in the current standards and their behaviour can be described. Tables and graphics illustrate the milestones of the historical development and specifically compare the normative regulations since the introduction of the nail in engineered timber construction in Germany. Here it can be shown that some definitions since 1933 still retain their relevance today. KW - Ingenieurholzbau KW - Holz-Holz-Verbindungen KW - Nagel KW - Experimentelle Untersuchungen KW - DIN 1052 KW - TGL Y1 - 2023 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:gbv:wim2-20230112-48904 N1 - This is the pre-peer reviewed version. ER - TY - INPR A1 - Mosavi, Amir A1 - Moeini, Iman A1 - Ahmadpour, Mohammad A1 - Alharbi, Naif A1 - E. Gorji, Nima T1 - Modeling the time-dependent characteristics of perovskite solar cells N2 - We proposed two different time-dependent modeling approaches for variation of device characteristics of perovskite solar cells under stress conditions. The first approach follows Sah-Noyce-Shockley (SNS) model based on Shockley–Read–Hall recombination/generation across the depletion width of pn junction and the second approach is based on thermionic emission model for Schottky diodes. The connecting point of these approaches to time variation is the time-dependent defect generation in depletion width (W) of the junction. We have fitted the two models with experimental data reported in the literature to perovskite solar cell and found out that each model has a superior explanation for degradation of device metrics e.g. current density and efficiency by time under stress conditions. Nevertheless, the Sah-Noyce-Shockley model is more reliable than thermionic emission at least for solar cells. KW - Solarzelle KW - Solar KW - Solar cells KW - Modeling KW - Time-dependent KW - Defect generation KW - Perovskite Y1 - 2018 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:gbv:wim2-20180907-37573 N1 - Published in final form at https://doi.org/10.1016/j.solener.2018.05.082. ER - TY - INPR A1 - Vogel, Albert A1 - Völker, Conrad A1 - Bode, Matthias A1 - Marx, Steffen T1 - Messung und Simulation der Erwärmung von ermüdungsbeanspruchten Betonprobekörpern T2 - Bauphysik N2 - Im vorliegenden Beitrag werden Messungen und Berechnungen vorgestellt, die die Temperaturentwicklung in Betonzylindern aufgrund zyklischer Beanspruchung genau beschreiben. Die Messungen wurden in einem Versuchsstand, die Berechnungen im FEM-Programm ANSYS durchgeführt. Mit Hilfe der Temperaturmessungen konnten die Simulationen für die Temperaturentwicklung der Betonzylinder mit der verwendeten Betonrezeptur validiert werden. Die Untersuchungen lassen den Schluss zu, dass bei zyklischer Probekörperbelastung und der einhergehenden Probekörperdehnung Energie dissipiert wird und diese maßgeblich für die Erwärmung der Probe verantwortlich ist. N2 - This paper presents measurements and simulations that describe the temperature development in concrete cylinders due to cyclic loading. The measurements were carried out in a test stand, the simulations in the FEM program ANSYS. The simulations of the temperature development in the concrete cylinders with the used concrete recipe were validated using the temperature measurements. The investigations lead to the conclusion that energy is dissipated during cyclic test specimen loading and the accompanying test specimen elongation and that this is mainly responsible for the heating of the specimen. KW - zyklische Beanspruchung KW - Ermüdung KW - Dissipation KW - zyklische Beanspruchung KW - Ermüdung KW - Dissipation KW - cyclic load KW - fatigue Y1 - 2020 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:gbv:wim2-20200425-41471 UR - https://onlinelibrary.wiley.com/doi/abs/10.1002/bapi.201900031 N1 - This is the pre-peer reviewed version of the following article: hhttps://onlinelibrary.wiley.com/doi/abs/10.1002/bapi.201900031, which has been published in final form at https://doi.org/10.1002/bapi.201900031. VL - 2020 IS - Volume 42, Issue 2 SP - 86 EP - 93 PB - John Wiley and Sons ER - TY - INPR A1 - Engelmann, Iris A1 - Schwendner, Sascha A1 - Seim, Werner T1 - Materialsparende Nagelbinder – Aspekte der Konstruktionsgeschichte von 1930 bis 1990 N2 - Materialsparende Holzkonstruktionen, die insbesondere während der Kriegs- und Nachkriegszeit im 20. Jahrhundert entwickelt und optimiert wurden, erlangen aktuell aus konstruktionshistorischer Sicht, aber auch aus ökonomischer Sicht erneut Interesse. Der vorliegende Beitrag gibt einen Überblick angefangen von den ersten Konstruktionen Ende der 1920er Jahre bis hin zu Typenbindern der DDR, die noch bis 1990 über Landwirtschaftsbauten errichtet wurden und heute oft als Tragkonstruktionen für Photovoltaikanlagen weiterverwendet werden. Der Fokus liegt auf der chronologischen Vorstellung ausgewählter Konstruktionsweisen für Hallen- und Hausdächer unterschieden nach Fachwerk- und Vollwandbindern. Sowohl die verantwortlichen Ingenieure und deren Herkunft, sowie wesentliche Anwendungsfelder und Beispielbauten kommen in der Überblicksdarstellung zur Sprache. Eine wesentliche Erkenntnis ist die im Betrachtungszeitraum 1930 bis 1990 zu verzeichnende Reduzierung einer Vielzahl genagelter Spar- hin zu Typenkonstruktionen, die im wesentlichen äußerst materialeffiziente Fachwerkbinder für Satteldächer hervorbrachte. N2 - Material-saving wooden constructions, which were developed and optimized in particular during the war and post-war period in the 20th century, are currently attracting renewed interest from the point of view of construction history, but also from an economic point of view. The article gives an overview starting with the first constructions at the end of the 1920s up to the type trusses of the GDR, which were built over agricultural buildings until 1990 and are often used today as supporting structures for photovoltaic systems and are therefore experiencing a renaissance. The focus of the article is on the chronological presentation of selected construction methods for hall and house roofs, differentiated between timbered and solid wall trusses. Both the responsible engineers and their origin, as well as essential fields of application and example buildings are discussed in the overview. A significant finding is the reduction in the period from 1930 to 1990 from a large number of nailed savings to type constructions, which essentially produced extremely material-efficient timber trusses for gable roofs. KW - Ingenieurholzbau KW - Nagelverbindung KW - Nagelbrettbinder KW - Kantholzbinder KW - Vollwandbinder KW - Fachwerkbinder KW - Sparkonstruktion Y1 - 2023 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:gbv:wim2-20230112-48882 N1 - This is the pre-peer reviewed version. ER - TY - INPR A1 - Rostalski, Michael T1 - Informelle Prozesse der Beteiligung bei der Stadtentwicklung. Die Genese der Zwischennutzung - eine Fallstudienbetrachtung zum Berliner „Revaler Viereck“ T1 - Informal Processes of Participation in Urban Developments. The Genesis of Interim Use - the Case Study "Revaler Viereck" in Berlin. N2 - Das heterogene Gefüge der Stadt wird überlagert von „dualen“ Unterschieden: den lokalen und überregionalen Interessen. Der Beitrag beschreibt einen Teilhabeprozess, begonnen als (Zwischen-)Nutzung einer Industriebrache durch Anwohner in Friedrichshain,einem durch Gentrifizierung geprägten Berliner Stadtteil. Informelle Aktivitäten auf einem ehemaligen Reichsbahnausbesserungswerk (RAW) stehen als Konzept den formellen Planungsergebnissen gegenüber. Das aktive Umsetzen eigener Ideen durch die Nachbarschaft und der parteiübergreifende Anspruch der Bezirkspolitik, einen konsensualen Planungsprozess zu führen, veränderten die Form der Bürgerbeteiligung. Das könnte die planungstheoretischen Diskussionen um Governancemodelle bereichern. KW - Zwischennutzung KW - Planungsprozess KW - Planung KW - Informalität KW - Akteure KW - Governance KW - informal KW - action Y1 - 2007 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:gbv:wim2-20080704-13665 ER - TY - INPR A1 - Witt, Karl Josef A1 - Wudtke, Robert-Balthasar T1 - Implementation and Improvement of Design and Authorisation Procedures for proposed Tailings Facilities N2 - The report is part of the research project 'TAILSAFE'. The project is supported by the european union. Basics of design and investigation procedures are presented within the report. Furthermore possible applications of design and investigation procedures are evaluated concerning to a smooth work during all using phases of a tailings facility, that is the planning and execution. Finally recomendations are given to optimise the handling with significant standards. N2 - Der Bericht ist Teil des von der Europäischen Gemeinschaft geförderten Forschungsprojektes 'Tailsafe'. Im Bericht werden Grundlagen der von Bemessungs- und Erkundungsprozeduren übersichtlich dargestellt und im Hinblick auf einen möglichst reibunglosen Ablauf zu allen Nutzungsphasen einer Tailings-Anlage ausgewertet. Schließlich werden Empfehlungen zur Optimierung der durch öffizielle Stellen zu verwendenden Regelwerke gegeben. KW - Bergeteich KW - Feldversuch KW - Experiment KW - Geotechnik KW - Hydrologie KW - Management KW - Arbeitsablauf KW - Reststoff KW - Bergbau KW - tailings dam KW - tailings facility Y1 - 2005 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:gbv:wim2-20111215-7964 ER - TY - INPR A1 - Zollmann, Stefanie A1 - Bimber, Oliver T1 - Imperceptible Calibration for Radiometric Compensation N2 - We present a novel multi-step technique for imperceptible geometry and radiometry calibration of projector-camera systems. Our approach can be used to display geometry and color corrected images on non-optimized surfaces at interactive rates while simultaneously performing a series of invisible structured light projections during runtime. It supports disjoint projector-camera configurations, fast and progressive improvements, as well as real-time correction rates of arbitrary graphical content. The calibration is automatically triggered when mis-registrations between camera, projector and surface are detected. KW - Association for Computing Machinery / Special Interest Group on Graphics KW - CGI KW - Maschinelles Sehen KW - unsichtbare Muster Projektion KW - Projektor-Kamera Systeme KW - Kalibrierung KW - Radiometrische Kompensation KW - imperceptible pattern projection KW - projector-camera systems KW - calibration KW - radiometric compensation Y1 - 2007 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:gbv:wim2-20111215-8094 ER - TY - INPR A1 - Simon-Ritz, Frank A1 - Rudolf, Sylvelin T1 - Ein Schaufenster für die Kunst N2 - Kunstausstellungen in Bibliotheken KW - Ausstellung KW - Kunstausstellung Y1 - 2017 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:gbv:wim2-20170711-32307 N1 - This is the pre-peer reviewed version of the following article: https://zs.thulb.uni-jena.de/receive/jportal_jparticle_01036154 VL - 69 IS - Heft 6 SP - 312 EP - 317 ER - TY - INPR A1 - Bode, Matthias A1 - Marx, Steffen A1 - Vogel, Albert A1 - Völker, Conrad T1 - Dissipationsenergie bei Ermüdungsversuchen an Betonprobekörpern N2 - Aufgrund des visko-elastoplastischen Materialverhaltens von Beton wird Probekörpern und Bauteilen infolge zyklischer Beanspruchungen Energie zugeführt. Die entsprechenden Energiegrößen werden durch Hystereseflächen der Spannungs-Dehnungslinien beschrieben. In der Literatur finden sich dabei unterschiedliche Ansätze, wofür diese Energie verwendet wird. Erste Untersuchungen zeigen, dass zumindest ein Teil dieser dissipierten Energie in thermische Energie umgewandelt wird. Mithilfe der in diesem Beitrag beschriebenen Methodik lassen sich diese Energiegrößen für jeden Lastwechsel eines Ermüdungsversuches schnell und zuverlässig bestimmen. Anschließend wurden mit dem implementierten Algorithmus die dissipierten Energien von insgesamt 27 zyklischen Versuchen ausgewertet. Analog zu der Dehnungsentwicklung und der Steifigkeitsdegradation weisen auch die Verläufe der dissipierten Energie über die Lastwechselzahl einen dreiphasigen Verlauf auf. Die Auswertung zeigt außerdem eine Korrelation zwischen der Bruchlastwechselzahl und der dissipierten Energie. Auch der Zusammenhang zwischen Probekörpererwärmung und dissipierter Energie konnte bestätigt werden. KW - Ermüdung KW - Beton KW - Dissipationsenergie KW - Probekörpererwärmung Y1 - 2019 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:gbv:wim2-20211012-44938 UR - https://onlinelibrary.wiley.com/doi/10.1002/best.201900004 N1 - This is the pre-peer reviewed version of the following article: https://onlinelibrary.wiley.com/doi/10.1002/best.201900004, which has been published in final form at https://doi.org/10.1002/best.201900004 VL - 2019 ER - TY - INPR A1 - Sheikh Khozani, Zohreh A1 - Kumbhakar, Manotosh T1 - Discussion of “Estimation of one-dimensional velocity distribution by measuring velocity at two points” by Yeganeh and Heidari (2020) N2 - The concept of information entropy together with the principle of maximum entropy to open channel flow is essentially based on some physical consideration of the problem under consideration. This paper is a discussion on Yeganeh and Heidari (2020)’s paper, who proposed a new approach for measuring vertical distribution of streamwise velocity in open channels. The discussers argue that their approach is conceptually incorrect and thus leads to a physically unrealistic situation. In addition, the discussers found some wrong mathematical expressions (which are assumed to be typos) written in the paper, and also point out that the authors did not cite some of the original papers on the topic. KW - Geschwindigkeit KW - Entropie Y1 - 2021 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:gbv:wim2-20210216-43663 N1 - This is the pre-peer reviewed version of the following article: https://www.sciencedirect.com/science/article/pii/S0955598621000017 ; https://doi.org/10.1016/j.flowmeasinst.2021.101886 ER - TY - INPR A1 - Kavrakov, Igor A1 - Argentini, Tommaso A1 - Omarini, Simone A1 - Rocchi, Daniele A1 - Morgenthal, Guido T1 - Determination of complex aerodynamic admittance of bridge decks under deterministic gusts using the Vortex Particle Method N2 - Long-span bridges are prone to wind-induced vibrations. Therefore, a reliable representation of the aerodynamic forces acting on a bridge deck is of a major significance for the design of such structures. This paper presents a systematic study of the two-dimensional (2D) fluid-structure interaction of a bridge deck under smooth and turbulent wind conditions. Aerodynamic forces are modeled by two approaches: a computational fluid dynamics (CFD) model and six semi-analytical models. The vortex particle method is utilized for the CFD model and the free-stream turbulence is introduced by seeding vortex particles upstream of the deck with prescribed spectral characteristics. The employed semi-analytical models are based on the quasi-steady and linear unsteady assumptions and aerodynamic coefficients obtained from CFD analyses. The underlying assumptions of the semi-analytical aerodynamic models are used to interpret the results of buffeting forces and aeroelastic response due to a free-stream turbulence in comparison with the CFD model. Extensive discussions are provided to analyze the effect of linear fluid memory and quasi-steady nonlinearity from a CFD perspective. The outcome of the analyses indicates that the fluid memory is a governing effect in the buffeting forces and aeroelastic response, while the effect of the nonlinearity is overestimated by the quasi-steady models. Finally, flutter analyses are performed and the obtained critical velocities are further compared with wind tunnel results, followed by a brief examination of the post-flutter behavior. The results of this study provide a deeper understanding of the extent of which the applied models are able to replicate the physical processes for fluid-structure interaction phenomena in bridge aerodynamics and aeroelasticity. KW - Bridge KW - Aerodynamik KW - Ingenieurwissenschaften KW - Aerodynamic admittance KW - Computational fluid dynamics KW - Vortex particle method KW - Buffeting KW - Long-span bridges Y1 - 2019 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:gbv:wim2-20200206-40883 N1 - This is the pre-peer reviewed version of the following article: https://www.sciencedirect.com/science/article/pii/S0167610519305719?via%3Dihub, which has been published in final form at https://doi.org/10.1016/j.jweia.2019.103971 ER - TY - INPR A1 - König, Reinhard A1 - Müller, Daniela T1 - Cellular-Automata-Based Simulation of the Settlement Development in Vienna N2 - The motivation to deal with the topic simulation of the settlement development in a city in the past 120 years has been to acquire general methods for the analysis and simulation of settlement development processes on the one hand and to verify these methods on the example of the real development of the city of Vienna on the other hand. We follow the assumption that the underlying processes of the urban development can be reduced to various pronounced but always the same hidden driving forces. The objective is to validate the simulation model by the real settlement development and to provide a solid base for the simulation of possible development scenarios of the city of Vienna. The basis for the validation are digital cellular processed and statistical analysed data of the development of the technical infrastructure, the public transportation systems and the population density in Vienna between 1888 and 2001. The simulation method is based on the technique of Cellular Automata (CA) that permits the simulation of the interaction between a potential field and the development of individual areas. This modelling technique is well known as “reaction diffusion” or “dialectic breakdown”. The CA serves as representation of the examined space and divides this space into individual cells. Each of these cells can save certain information (population density, infrastructure facility, development quality) and exchange them locally with the neighbouring cells. The used model parameters permit the simulation of different spread patterns und spread speeds of a settlement structure. From the results methodological, structural, spatial and temporal regularities of urban development processes are derived. KW - Computersimulation KW - urban simulation KW - urban modelling KW - vienna Y1 - 2011 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:gbv:wim2-20110415-15449 SN - 978-953-307-230-2 ER - TY - INPR A1 - Rezakazemi, Mashallah A1 - Mosavi, Amir A1 - Shirazian, Saeed T1 - ANFIS pattern for molecular membranes separation optimization N2 - In this work, molecular separation of aqueous-organic was simulated by using combined soft computing-mechanistic approaches. The considered separation system was a microporous membrane contactor for separation of benzoic acid from water by contacting with an organic phase containing extractor molecules. Indeed, extractive separation is carried out using membrane technology where complex of solute-organic is formed at the interface. The main focus was to develop a simulation methodology for prediction of concentration distribution of solute (benzoic acid) in the feed side of the membrane system, as the removal efficiency of the system is determined by concentration distribution of the solute in the feed channel. The pattern of Adaptive Neuro-Fuzzy Inference System (ANFIS) was optimized by finding the optimum membership function, learning percentage, and a number of rules. The ANFIS was trained using the extracted data from the CFD simulation of the membrane system. The comparisons between the predicted concentration distribution by ANFIS and CFD data revealed that the optimized ANFIS pattern can be used as a predictive tool for simulation of the process. The R2 of higher than 0.99 was obtained for the optimized ANFIS model. The main privilege of the developed methodology is its very low computational time for simulation of the system and can be used as a rigorous simulation tool for understanding and design of membrane-based systems. Highlights are, Molecular separation using microporous membranes. Developing hybrid model based on ANFIS-CFD for the separation process, Optimization of ANFIS structure for prediction of separation process KW - Fluid KW - Simulation KW - Molecular Liquids KW - optimization KW - machine learning KW - Membrane contactors KW - CFD Y1 - 2018 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:gbv:wim2-20181122-38212 N1 - This is the pre-peer reviewed version of the following article: https://www.sciencedirect.com/science/article/pii/S0167732218345008, which has been published in final form at https://doi.org/10.1016/j.molliq.2018.11.017. VL - 2018 SP - 1 EP - 20 ER - TY - INPR A1 - Steiner, Maria A1 - Bourinet, Jean-Marc A1 - Lahmer, Tom T1 - An adaptive sampling method for global sensitivity analysis based on least-squares support vector regression N2 - In the field of engineering, surrogate models are commonly used for approximating the behavior of a physical phenomenon in order to reduce the computational costs. Generally, a surrogate model is created based on a set of training data, where a typical method for the statistical design is the Latin hypercube sampling (LHS). Even though a space filling distribution of the training data is reached, the sampling process takes no information on the underlying behavior of the physical phenomenon into account and new data cannot be sampled in the same distribution if the approximation quality is not sufficient. Therefore, in this study we present a novel adaptive sampling method based on a specific surrogate model, the least-squares support vector regresson. The adaptive sampling method generates training data based on the uncertainty in local prognosis capabilities of the surrogate model - areas of higher uncertainty require more sample data. The approach offers a cost efficient calculation due to the properties of the least-squares support vector regression. The opportunities of the adaptive sampling method are proven in comparison with the LHS on different analytical examples. Furthermore, the adaptive sampling method is applied to the calculation of global sensitivity values according to Sobol, where it shows faster convergence than the LHS method. With the applications in this paper it is shown that the presented adaptive sampling method improves the estimation of global sensitivity values, hence reducing the overall computational costs visibly. KW - Approximation KW - Sensitivitätsanalyse KW - Abtastung KW - Surrogate models KW - Least-squares support vector regression KW - Adaptive sampling method KW - Global sensitivity analysis KW - Sampling Y1 - 2018 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:gbv:wim2-20181218-38320 N1 - This is the pre-peer reviewed version of the following article: https://www.sciencedirect.com/science/article/pii/S0951832017311808, which has been published in final form at https://doi.org/10.1016/j.ress.2018.11.015. SP - 1 EP - 33 ER - TY - INPR A1 - Kavrakov, Igor A1 - Morgenthal, Guido T1 - Aeroelastic analyses of bridges using a Pseudo-3D vortex method and velocity-based synthetic turbulence generation N2 - The accurate representation of aerodynamic forces is essential for a safe, yet reasonable design of long-span bridges subjected to wind effects. In this paper, a novel extension of the Pseudo-three-dimensional Vortex Particle Method (Pseudo-3D VPM) is presented for Computational Fluid Dynamics (CFD) buffeting analysis of line-like structures. This extension entails an introduction of free-stream turbulent fluctuations, based on the velocity-based turbulence generation. The aerodynamic response of a long-span bridge is obtained by subjecting the 3D dynamic representation of the structure to correlated free-stream turbulence in two-dimensional (2D) fluid planes, which are positioned along the bridge deck. The span-wise correlation of the free-stream turbulence between the 2D fluid planes is established based on Taylor's hypothesis of frozen turbulence. Moreover, the application of the laminar Pseudo-3D VPM is extended to a multimode flutter analysis. Finally, the structural response from the Pseudo-3D flutter and buffeting analyses is verified with the response, computed using the semi-analytical linear unsteady model in the time-domain. Meaningful merits of the turbulent Pseudo-3D VPM with respect to the linear unsteady model are the consideration of the 2D aerodynamic nonlinearity, nonlinear fluid memory, vortex shedding and local non-stationary turbulence effects in the aerodynamic forces. The good agreement of the responses for the two models in the 3D analyses demonstrates the applicability of the Pseudo-3D VPM for aeroelastic analyses of line-like structures under turbulent and laminar free-stream conditions. KW - Bridge KW - Aerodynamik KW - Ingenieurwissenschaften KW - Computational Bridge Aerodynamics KW - Buffeting KW - Flutter KW - Long-span Bridges KW - Vortex Particle Method Y1 - 2018 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:gbv:wim2-20200206-40864 N1 - This is the pre-peer reviewed version of the following article: https://www.sciencedirect.com/science/article/pii/S0141029617322976?via%3Dihub, which has been published in final form at https://doi.org/10.1016/j.engstruct.2018.08.093 ER - TY - INPR A1 - Kavrakov, Igor A1 - Morgenthal, Guido T1 - A synergistic study of a CFD and semi-analytical models for aeroelastic analysis of bridges in turbulent wind conditions N2 - Long-span bridges are prone to wind-induced vibrations. Therefore, a reliable representation of the aerodynamic forces acting on a bridge deck is of a major significance for the design of such structures. This paper presents a systematic study of the two-dimensional (2D) fluid-structure interaction of a bridge deck under smooth and turbulent wind conditions. Aerodynamic forces are modeled by two approaches: a computational fluid dynamics (CFD) model and six semi-analytical models. The vortex particle method is utilized for the CFD model and the free-stream turbulence is introduced by seeding vortex particles upstream of the deck with prescribed spectral characteristics. The employed semi-analytical models are based on the quasi-steady and linear unsteady assumptions and aerodynamic coefficients obtained from CFD analyses. The underlying assumptions of the semi-analytical aerodynamic models are used to interpret the results of buffeting forces and aeroelastic response due to a free-stream turbulence in comparison with the CFD model. Extensive discussions are provided to analyze the effect of linear fluid memory and quasi-steady nonlinearity from a CFD perspective. The outcome of the analyses indicates that the fluid memory is a governing effect in the buffeting forces and aeroelastic response, while the effect of the nonlinearity is overestimated by the quasi-steady models. Finally, flutter analyses are performed and the obtained critical velocities are further compared with wind tunnel results, followed by a brief examination of the post-flutter behavior. The results of this study provide a deeper understanding of the extent of which the applied models are able to replicate the physical processes for fluid-structure interaction phenomena in bridge aerodynamics and aeroelasticity. KW - Ingenieurwissenschaften KW - Aerodynamik KW - Bridge KW - Aerodynamic nonlinearity KW - Fluid memory KW - Vortex particle method KW - Buffeting KW - Flutter Y1 - 2018 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:gbv:wim2-20200206-40873 N1 - This is the pre-peer reviewed version of the following article: https://www.sciencedirect.com/science/article/abs/pii/S0889974617308423?via%3Dihub, which has been published in final form at https://doi.org/10.1016/j.jfluidstructs.2018.06.013 ER - TY - INPR A1 - Mosavi, Amir A1 - Torabi, Mehrnoosh A1 - Hashemi, Sattar A1 - Saybani, Mahmoud Reza A1 - Shamshirband, Shahaboddin T1 - A Hybrid Clustering and Classification Technique for Forecasting Short-Term Energy Consumption N2 - Electrical energy distributor companies in Iran have to announce their energy demand at least three 3-day ahead of the market opening. Therefore, an accurate load estimation is highly crucial. This research invoked methodology based on CRISP data mining and used SVM, ANN, and CBA-ANN-SVM (a novel hybrid model of clustering with both widely used ANN and SVM) to predict short-term electrical energy demand of Bandarabbas. In previous studies, researchers introduced few effective parameters with no reasonable error about Bandarabbas power consumption. In this research we tried to recognize all efficient parameters and with the use of CBA-ANN-SVM model, the rate of error has been minimized. After consulting with experts in the field of power consumption and plotting daily power consumption for each week, this research showed that official holidays and weekends have impact on the power consumption. When the weather gets warmer, the consumption of electrical energy increases due to turning on electrical air conditioner. Also, con-sumption patterns in warm and cold months are different. Analyzing power consumption of the same month for different years had shown high similarity in power consumption patterns. Factors with high impact on power consumption were identified and statistical methods were utilized to prove their impacts. Using SVM, ANN and CBA-ANN-SVM, the model was built. Sine the proposed method (CBA-ANN-SVM) has low MAPE 5 1.474 (4 clusters) and MAPE 5 1.297 (3 clusters) in comparison with SVM (MAPE 5 2.015) and ANN (MAPE 5 1.790), this model was selected as the final model. The final model has the benefits from both models and the benefits of clustering. Clustering algorithm with discovering data structure, divides data into several clusters based on similarities and differences between them. Because data inside each cluster are more similar than entire data, modeling in each cluster will present better results. For future research, we suggest using fuzzy methods and genetic algorithm or a hybrid of both to forecast each cluster. It is also possible to use fuzzy methods or genetic algorithms or a hybrid of both without using clustering. It is issued that such models will produce better and more accurate results. This paper presents a hybrid approach to predict the electric energy usage of weather-sensitive loads. The presented methodutilizes the clustering paradigm along with ANN and SVMapproaches for accurate short-term prediction of electric energyusage, using weather data. Since the methodology beinginvoked in this research is based on CRISP data mining, datapreparation has received a gr eat deal of attention in thisresear ch. Once data pre-processing was done, the underlyingpattern of electric energy consumption was extracted by themeans of machine learning methods to precisely forecast short-term energy consumption. The proposed approach (CBA-ANN-SVM) was applied to real load data and resulting higher accu-racy comparing to the existing models. 2018 American Institute of Chemical Engineers Environ Prog, 2018 https://doi.org/10.1002/ep.12934 KW - Data Mining KW - support vector machine (SVM) KW - Machine Learning KW - forecasting KW - Prediction KW - Electric Energy Consumption KW - clustering KW - artificial neural networks (ANN) Y1 - 2018 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:gbv:wim2-20180907-37550 N1 - This is the pre-peer reviewed version of the following article: https://onlinelibrary.wiley.com/doi/10.1002/ep.12934, which has been published in final form at https://doi.org/10.1002/ep.12934. This article may be used for non-commercial purposes in accordance with Wiley Terms and Conditions for Use of Self-Archived Versions. ER - TY - INPR A1 - Wetzstein, Gordon A1 - Bimber, Oliver T1 - A Generalized Approach to Radiometric N2 - We propose a novel method that applies the light transport matrix for performing an image-based radiometric compensation which accounts for all possible types of light modulation. For practical application the matrix is decomposed into clusters of mutually influencing projector and camera pixels. The compensation is modeled as a linear system that can be solved with respect to the projector patterns. Precomputing the inverse light transport in combination with an efficient implementation on the GPU makes interactive compensation rates possible. Our generalized method unifies existing approaches that address individual problems. Based on examples, we show that it is possible to project corrected images onto complex surfaces such as an inter-reflecting statuette, glossy wallpaper, or through highly-refractive glass. Furthermore, we illustrate that a side-effect of our approach is an increase in the overall sharpness of defocused projections. KW - Association for Computing Machinery / Special Interest Group on Graphics KW - CGI KW - Maschinelles Sehen Y1 - 2006 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:gbv:wim2-20111215-7625 ER - TY - INPR A1 - Khosravi, Khabat A1 - Sheikh Khozani, Zohreh A1 - Mao, Luka T1 - A comparison between advanced hybrid machine learning algorithms and empirical equations applied to abutment scour depth prediction N2 - Complex vortex flow patterns around bridge piers, especially during floods, cause scour process that can result in the failure of foundations. Abutment scour is a complex three-dimensional phenomenon that is difficult to predict especially with traditional formulas obtained using empirical approaches such as regressions. This paper presents a test of a standalone Kstar model with five novel hybrid algorithm of bagging (BA-Kstar), dagging (DA-Kstar), random committee (RC-Kstar), random subspace (RS-Kstar), and weighted instance handler wrapper (WIHWKstar) to predict scour depth (ds) for clear water condition. The dataset consists of 99 scour depth data from flume experiments (Dey and Barbhuiya, 2005) using abutment shapes such as vertical, semicircular and 45◦ wing. Four dimensionless parameter of relative flow depth (h/l), excess abutment Froude number (Fe), relative sediment size (d50/l) and relative submergence (d50/h) were considered for the prediction of relative scour depth (ds/l). A portion of the dataset was used for the calibration (70%), and the remaining used for model validation. Pearson correlation coefficients helped deciding relevance of the input parameters combination and finally four different combinations of input parameters were used. The performance of the models was assessed visually and with quantitative metrics. Overall, the best input combination for vertical abutment shape is the combination of Fe, d50/l and h/l, while for semicircular and 45◦ wing the combination of the Fe and d50/l is the most effective input parameter combination. Our results show that incorporating Fe, d50/l and h/l lead to higher performance while involving d50/h reduced the models prediction power for vertical abutment shape and for semicircular and 45◦ wing involving h/l and d50/h lead to more error. The WIHW-Kstar provided the highest performance in scour depth prediction around vertical abutment shape while RC-Kstar model outperform of other models for scour depth prediction around semicircular and 45◦ wing. KW - maschinelles Lernen Y1 - 2021 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:gbv:wim2-20210311-43889 N1 - This is the pre-peer reviewed version of the following article: https://www.sciencedirect.com/science/article/abs/pii/S0022169421001475?via%3Dihub ; https://doi.org/10.1016/j.jhydrol.2021.126100 ER -