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} | ['gnd:4124313-4', 'gnd:4215427-3', 'gnd:4044779-0', 'gnd:4247928-9'] | ['Partielle Differentialgleichung', 'Tichonov-Regularisierung', 'Wavelet', 'Adaptives System'] | ['mat'] | [['Technische Informationsbibliothek (TIB)', {'@id': 'gnd:1120622646'}, {'@id': 'gnd:1015214991'}, {'@id': 'gnd:1162633700'}]] | [['(firstid)KXP:1817267574', '(ppn)1817267574', '(doi)10.25643/bauhaus-universitaet.4717']] | [''] | [['Mehrskalenanalyse', 'Hyperbolische Differentialgleichung', 'Erhaltungssatz', '(classificationName=ddc)518', 'Numerische Strömungssimulation', 'Wavelet', 'Adaptives Verfahren', '(classificationName=ddc-dbn)510', 'Numerisches Verfahren', '(classificationName=linseach:mapping)mat']] | ['Discontinuous propagating fronts: linear and nonlinear systems'] | ['The aim of this study is controlling of spurious oscillations developing around discontinuous solutions of both linear and non-linear wave equations or hyperbolic partial differential equations (PDEs). The equations include both first-order and second-order (wave) hyperbolic systems. In these systems even smooth initial conditions, or smoothly varying source (load) terms could lead to discontinuous propagating solutions (fronts). For the first order hyperbolic PDEs, the concept of central high resolution schemes is integrated with the multiresolution-based adaptation to capture properly both discontinuous propagating fronts and effects of fine-scale responses on those of larger scales in the multiscale manner. This integration leads to using central high resolution schemes on non-uniform grids; however, such simulation is unstable, as the central schemes are originally developed to work properly on uniform cells/grids. Hence, the main concern is stable collaboration of central schemes and multiresoltion-based cell adapters. Regarding central schemes, the considered approaches are: 1) Second order central and central-upwind schemes; 2) Third order central schemes; 3) Third and fourth order central weighted non-oscillatory schemes (central-WENO or CWENO); 4) Piece-wise parabolic methods (PPMs) obtained with two different local stencils. For these methods, corresponding (nonlinear) stability conditions are studied and modified, as well. Based on these stability conditions several limiters are modified/developed as follows: 1) Several second-order limiters with total variation diminishing (TVD) feature, 2) Second-order uniformly high order accurate non-oscillatory (UNO) limiters, 3) Two third-order nonlinear scaling limiters, 4) Two new limiters for PPMs. Numerical results show that adaptive solvers lead to cost-effective computations (e.g., in some 1-D problems, number of adapted grid points are less than 200 points during simulations, while in the uniform-grid case, to have the same accuracy, using of 2049 points is essential). Also, in some cases, it is confirmed that fine scale responses have considerable effects on higher scales. In numerical simulation of nonlinear first order hyperbolic systems, the two main concerns are: convergence and uniqueness. The former is important due to developing of the spurious oscillations, the numerical dispersion and the numerical dissipation. Convergence in a numerical solution does not guarantee that it is the physical/real one (the uniqueness feature). Indeed, a nonlinear systems can converge to several numerical results (which mathematically all of them are true). In this work, the convergence and uniqueness are directly studied on non-uniform grids/cells by the concepts of local numerical truncation error and numerical entropy production, respectively. Also, both of these concepts have been used for cell/grid adaptations. So, the performance of these concepts is also compared by the multiresolution-based method. Several 1-D and 2-D numerical examples are examined to confirm the efficiency of the adaptive solver. Examples involve problems with convex and non-convex fluxes. In the latter case, due to developing of complex waves, proper capturing of real answers needs more attention. For this purpose, using of method-adaptation seems to be essential (in parallel to the cell/grid adaptation). This new type of adaptation is also performed in the framework of the multiresolution analysis. ...'] | ['2022'] | ['http://id.loc.gov/vocabulary/iso639-1/en'] | ['open access'] | [[{'@id': 'gnd:4124313-4'}, {'@id': 'gnd:4215427-3'}, {'@id': 'gnd:4044779-0'}, {'@id': 'gnd:4247928-9'}]] | ['gnd:1015214991', 'gnd:1120622646', 'gnd:1162633700', 'gnd:1268719498', 'gnd:4044779-0', 'gnd:4124313-4', 'gnd:4215427-3', 'gnd:4247928-9', 'gnd:5180842-0', 'https://www.tib.eu/de/suchen/id/TIBKAT%3A1817267574'] | ['Gürlebeck, Klaus', 'Rabczuk, Timon', 'Bordas, Stéphane P. A.', 'Yousefi, Hassan', 'Partielle Differentialgleichung', 'Tichonov-Regularisierung', 'Wavelet', 'Adaptives System', 'Bauhaus-Universität Weimar'] | 16 |
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"title": "Activation of C1 compounds by iron and mackinawite under prebiotic conditions",
"abstract": "The role of iron sulfide minerals for the terrestrial origin of life has been discussed over several decades, but until now not fully resolved. Here, mackinawite (FeSm) was found to be selectively formed from the reaction of a wettened mixture of iron and sulfur powders. The structure and composition of the FeSm was analyzed by powder X-ray diffraction (PXRD), scanning electron microscopy (SEM), high resolution transmission electron microscopy (TEM) and M\u00f6ssbauer spectroscopy. When the FeSm from the elements was let in contact with different C1 substrates (CO2, CO, KCN, KSCN, KOCN, CS2, CH3SH, [Fe(CN)6]3-/4- and [Fe(CN)5(NO)]2-) a range of reaction products (CS2, COS, C1 to C5 hydrocarbons, C1 to C4 thiols and oxygenated species) were formed at 25 \u00b0 and 80 \u00b0C in the presence of various acids (HCl, H2SO4 and H3PO4). Based on the product array, a novel reduction mechanism could be formulated where the sulfide end-groups of the FeSm particles interact with the C atom of the different substrates. To support this assumption, the reduction of KCN was investigated by DFT calculations on an all ferrous Fe4S44 cluster. The nucleophilic attack of a deprotonated end-group towards the C atom was thereby found to be exothermic by \u2013 75.5 kcal mol-1. The subsequent reduction of the C residue into CH4 and CH3SH proceeds in an overall exothermic manner if electrons and protons are available. The selective reaction between iron and sulfur has the potential to change our current view on prebiotic processes as the established chemistry of iron sulfides can now additionally be discussed for environments, other than undersea hydrothermal systems. The transfer of the FeSm chemistry towards on-land scenarios enables reactions that would not be possible in the omnipresence of H2O. Furthermore, substances like CH3CHO and the cyclic organosulfur compounds are interesting precursors for biologically relevant molecules like DNA, RNA, or organometallic complexes like [FeFe]-hydrogenases.",
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} | [] | [] | ['che'] | [['Technische Informationsbibliothek (TIB)', {'@id': 'gnd:11056037X'}, {'@id': 'gnd:1062586395'}]] | [['(ppn)1817854933', '(firstid)KXP:1817854933']] | [''] | [['(classificationName=linseach:mapping)che', '(classificationName=ddc)541', '(classificationName=ddc-dbn)540', '(classificationName=bk, id=106417592)35.49 - Anorganische Chemie: Sonstiges']] | ['Activation of C1 compounds by iron and mackinawite under prebiotic conditions'] | ['The role of iron sulfide minerals for the terrestrial origin of life has been discussed over several decades, but until now not fully resolved. Here, mackinawite (FeSm) was found to be selectively formed from the reaction of a wettened mixture of iron and sulfur powders. The structure and composition of the FeSm was analyzed by powder X-ray diffraction (PXRD), scanning electron microscopy (SEM), high resolution transmission electron microscopy (TEM) and Mössbauer spectroscopy. When the FeSm from the elements was let in contact with different C1 substrates (CO2, CO, KCN, KSCN, KOCN, CS2, CH3SH, [Fe(CN)6]3-/4- and [Fe(CN)5(NO)]2-) a range of reaction products (CS2, COS, C1 to C5 hydrocarbons, C1 to C4 thiols and oxygenated species) were formed at 25 ° and 80 °C in the presence of various acids (HCl, H2SO4 and H3PO4). Based on the product array, a novel reduction mechanism could be formulated where the sulfide end-groups of the FeSm particles interact with the C atom of the different substrates. To support this assumption, the reduction of KCN was investigated by DFT calculations on an all ferrous Fe4S44 cluster. The nucleophilic attack of a deprotonated end-group towards the C atom was thereby found to be exothermic by – 75.5 kcal mol-1. The subsequent reduction of the C residue into CH4 and CH3SH proceeds in an overall exothermic manner if electrons and protons are available. The selective reaction between iron and sulfur has the potential to change our current view on prebiotic processes as the established chemistry of iron sulfides can now additionally be discussed for environments, other than undersea hydrothermal systems. The transfer of the FeSm chemistry towards on-land scenarios enables reactions that would not be possible in the omnipresence of H2O. Furthermore, substances like CH3CHO and the cyclic organosulfur compounds are interesting precursors for biologically relevant molecules like DNA, RNA, or organometallic complexes like [FeFe]-hydrogenases.'] | ['2022'] | ['http://id.loc.gov/vocabulary/iso639-1/de'] | ['open access'] | [''] | ['gnd:1062586395', 'gnd:11056037X', 'gnd:1244951412', 'gnd:36164-1', 'gnd:4148424-1', 'https://www.tib.eu/de/suchen/id/TIBKAT%3A1817854933'] | ['Weigand, Wolfgang', 'Robl, Christian', 'Grosch, Mario', 'Friedrich-Schiller-Universität Jena', 'Cyanide'] | 5 |
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"Structural optimization has become an increasingly important part of product development, especially in the aerospace industry, where weight savings due to lightweight design have a particularly strong impact on efficiency and thus economy and environmental compatibility. One area of structural optimization is topology optimization, which offers maximum design freedom and thus enables the greatest improvements. However, load-adapted designs obtained by topology optimization are usually highly sensitive to an unpredictable local loss of stiffness, like e.g. for the case of randomly inflicted damage to individual load paths of the structure. Therefore, these designs are not considered fail-safe. This thesis presents a two-stage procedure for density-based optimization towards a fail-safe design. Existing approaches are either computationally extremely expensive or do not explicitly consider fail-safe requirements in the optimization. The presented method trades off both aspects by employing a two-stage optimization approach to provide redundant designs that offer robustness to the failure of single load paths. In the first stage, a topology optimization with local volume constraints is performed. The second stage is referred to as \"density-based shape optimization\" since it only alters the outline of the structure while still acting on a fixed voxel-type finite element mesh with pseudo-densities assigned to each element. The performance gain and computational efficiency of the proposed method are demonstrated by application to various 2D and 3D examples. The results show, that the presented method can be carried out with reasonable computational effort, in contrast to existing approaches with explicit consideration of fail-safety in topology optimization. For the 2D examples considered, the number of analyses for a fail-safe optimization is reduced by three orders of magnitude compared to existing methods and is at most 5.6 times higher than for a standard topology optimization. Consequently, the proposed method is also applicable for large-scale models in an industrial context. With the possibility to compute and manufacture single optimized components, the question of how to optimize the connections between different components in an assembly arises. This thesis therefore also provides a method for the simultaneous optimization of the topology of components and their corresponding joint locations in an assembly. Therein, the joint locations are not discrete and predefined, but continuously movable. The underlying coupling equations allow for connecting dissimilar meshes and avoid the need for remeshing when joint locations change. The presented method models the force transfer at a joint location not only by using single spring elements but accounts for the size and type of the joints. When considering e.g. riveted or bolted joints, the local part geometry at the joint location consists of matching holes that are surrounded by material. For spot welds, the joint locations are filled with material and may be smaller than for bolts. The presented method incorporates these material and clearance zones into the simultaneously running topology optimization of the components. Furthermore, failure of joints may be taken into account at the optimization stage, yielding assemblies connected in a fail-safe manner. Finally, by embedding the above-mentioned efficient method for fail-safe optimization of single components in the presented assembly optimization framework, damage tolerant assemblies can be obtained that are robust to the failure of joints and single load paths of each component.",
"Die Strukturoptimierung ist ein zunehmend wichtiger Bestandteil der Produktentwicklung geworden, vor allem in der Luft- und Raumfahrt, wo sich Gewichtseinsparungen durch Leichtbau besonders stark auf die Effizienz und damit auf die Wirtschaftlichkeit und Umweltvertr\u00e4glichkeit auswirken. Ein Gebiet der Strukturoptimierung ist die Topologieoptimierung, die maximale Gestaltungsfreiheit bietet und damit die gr\u00f6\u00dften Verbesserungen erm\u00f6glicht. Lastangepasste Entw\u00fcrfe aus einer Topologieoptimierung sind allerdings in der Regel sehr empfindlich gegen\u00fcber einem unvorhersehbaren lokalen Steifigkeitsverlust, etwa durch zuf\u00e4llig auftretende Sch\u00e4den an einzelnen Lastpfaden der Struktur. Diese Entw\u00fcrfe gelten daher nicht als ausfallsicher. In dieser Arbeit wird ein zweistufiges Verfahren zur dichtebasierten Optimierung von ausfallsicheren Bauteilen vorgestellt. Bestehende Methoden sind entweder extrem rechenintensiv oder ber\u00fccksichtigen die Anforderungen an die Ausfallsicherheit nicht explizit in der Optimierung. Der vorgestellte Ansatz stellt einen Kompromiss zwischen beiden Vorgehensweisen dar, indem er mit Hilfe einer zweistufigen Optimierung redundante Entw\u00fcrfe liefert, die robust gegen\u00fcber dem Ausfall einzelner Lastpfade sind. In der ersten Stufe wird eine Topologieoptimierung mit lokalen Volumennebenbedingungen durchgef\u00fchrt. Die zweite Stufe wird als \"dichtebasierte Formoptimierung\" bezeichnet, da sie nur die Umrisse der Struktur ver\u00e4ndert, die weiterhin durch Pseudodichten in einem voxelartigen Finite-Elemente-Netz beschrieben ist. Die erzielbaren Verbesserungen und der damit verbundene Rechenaufwand durch Anwendung der vorgeschlagenen Methode werden anhand verschiedener 2D- und 3D-Beispiele demonstriert. Die Ergebnisse zeigen, dass die vorgestellte Methode im Gegensatz zu bestehenden Methoden mit expliziter Ber\u00fccksichtigung von Ausfallsicherheit in der Topologieoptimierung mit vertretbarem Rechenaufwand durchgef\u00fchrt werden kann. F\u00fcr die gezeigten 2D-Beispiele verringert sich so etwa die Gesamtzahl der Rechnungen f\u00fcr eine Optimierung hinsichtlich Ausfallsicherheit um drei Gr\u00f6\u00dfenordnungen und ist maximal 5,6-mal h\u00f6her als bei einer gew\u00f6hnlichen Topologieoptimierung. Das unterstreicht, dass die vorgestellte Methode auch f\u00fcr gro\u00dfe Modelle im industriellen Kontext anwendbar ist. Mit der M\u00f6glichkeit einzelne optimierte Komponenten zu berechnen und herzustellen ergibt sich auch die Frage, wie die Verbindungen zwischen verschiedenen Komponenten in einer Baugruppe optimiert werden k\u00f6nnen. In dieser Arbeit wird daher zudem auch eine Methode zur gleichzeitigen Optimierung der Topologie von Bauteilen und deren Verbindungen in Baugruppen vorgestellt. Dabei ist die Lage der Verbindungsstellen weder diskret noch vorgeschrieben, sondern kontinuierlich beweglich. Kopplungsgleichungen erm\u00f6glichen den Einsatz unterschiedlich vernetzter Entwurfsr\u00e4ume und umgehen eine Neuvernetzung, wenn sich die Positionen der Verbinder \u00e4ndern. In der vorgestellten Methode ist die Kraft\u00fcbertragung an einer Verbindungsstelle nicht nur durch einzelne Federelemente modelliert, sondern es werden auch die Gr\u00f6\u00dfe und Art der Verbindung ber\u00fccksichtigt. F\u00fcr Niet- oder Schraubverbindungen m\u00fcssen beispielsweise lokal an den Bauteilen entsprechende passgenaue L\u00f6cher, umgeben von Material, vorhanden sein. Punktschwei\u00dfungen hingegen k\u00f6nnen kleiner ausfallen und erfordern nur das Vorhandensein von Material. Die vorgestellte Methode bezieht diese Material- und Freibereiche in die gleichzeitig laufende Topologieoptimierung der Bauteile mit ein. Dar\u00fcber hinaus kann das Versagen von Verbindern schon w\u00e4hrend der Optimierung ber\u00fccksichtigt werden, so dass sich ausfallsicher verbundene Baugruppen ergeben. Durch die Einbettung der effizienten Methode zur ausfallsicheren Optimierung von Einzelkomponenten in die vorgestellte Baugruppenoptimierung k\u00f6nnen schlie\u00dflich schadenstolerante Baugruppen errechnet werden, die robust gegen\u00fcber einem Ausfall von Verbindern sowie von Lastpfaden der einzelnen Komponenten sind."
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One area of structural optimization is topology optimization, which offers maximum design freedom and thus enables the greatest improvements. However, load-adapted designs obtained by topology optimization are usually highly sensitive to an unpredictable local loss of stiffness, like e.g. for the case of randomly inflicted damage to individual load paths of the structure. Therefore, these designs are not considered fail-safe. This thesis presents a two-stage procedure for density-based optimization towards a fail-safe design. Existing approaches are either computationally extremely expensive or do not explicitly consider fail-safe requirements in the optimization. The presented method trades off both aspects by employing a two-stage optimization approach to provide redundant designs that offer robustness to the failure of single load paths. In the first stage, a topology optimization with local volume constraints is performed. The second stage is referred to as "density-based shape optimization" since it only alters the outline of the structure while still acting on a fixed voxel-type finite element mesh with pseudo-densities assigned to each element. The performance gain and computational efficiency of the proposed method are demonstrated by application to various 2D and 3D examples. The results show, that the presented method can be carried out with reasonable computational effort, in contrast to existing approaches with explicit consideration of fail-safety in topology optimization. For the 2D examples considered, the number of analyses for a fail-safe optimization is reduced by three orders of magnitude compared to existing methods and is at most 5.6 times higher than for a standard topology optimization. Consequently, the proposed method is also applicable for large-scale models in an industrial context. With the possibility to compute and manufacture single optimized components, the question of how to optimize the connections between different components in an assembly arises. This thesis therefore also provides a method for the simultaneous optimization of the topology of components and their corresponding joint locations in an assembly. Therein, the joint locations are not discrete and predefined, but continuously movable. The underlying coupling equations allow for connecting dissimilar meshes and avoid the need for remeshing when joint locations change. The presented method models the force transfer at a joint location not only by using single spring elements but accounts for the size and type of the joints. When considering e.g. riveted or bolted joints, the local part geometry at the joint location consists of matching holes that are surrounded by material. For spot welds, the joint locations are filled with material and may be smaller than for bolts. The presented method incorporates these material and clearance zones into the simultaneously running topology optimization of the components. Furthermore, failure of joints may be taken into account at the optimization stage, yielding assemblies connected in a fail-safe manner. Finally, by embedding the above-mentioned efficient method for fail-safe optimization of single components in the presented assembly optimization framework, damage tolerant assemblies can be obtained that are robust to the failure of joints and single load paths of each component.', 'Die Strukturoptimierung ist ein zunehmend wichtiger Bestandteil der Produktentwicklung geworden, vor allem in der Luft- und Raumfahrt, wo sich Gewichtseinsparungen durch Leichtbau besonders stark auf die Effizienz und damit auf die Wirtschaftlichkeit und Umweltverträglichkeit auswirken. Ein Gebiet der Strukturoptimierung ist die Topologieoptimierung, die maximale Gestaltungsfreiheit bietet und damit die größten Verbesserungen ermöglicht. Lastangepasste Entwürfe aus einer Topologieoptimierung sind allerdings in der Regel sehr empfindlich gegenüber einem unvorhersehbaren lokalen Steifigkeitsverlust, etwa durch zufällig auftretende Schäden an einzelnen Lastpfaden der Struktur. Diese Entwürfe gelten daher nicht als ausfallsicher. In dieser Arbeit wird ein zweistufiges Verfahren zur dichtebasierten Optimierung von ausfallsicheren Bauteilen vorgestellt. Bestehende Methoden sind entweder extrem rechenintensiv oder berücksichtigen die Anforderungen an die Ausfallsicherheit nicht explizit in der Optimierung. Der vorgestellte Ansatz stellt einen Kompromiss zwischen beiden Vorgehensweisen dar, indem er mit Hilfe einer zweistufigen Optimierung redundante Entwürfe liefert, die robust gegenüber dem Ausfall einzelner Lastpfade sind. In der ersten Stufe wird eine Topologieoptimierung mit lokalen Volumennebenbedingungen durchgeführt. Die zweite Stufe wird als "dichtebasierte Formoptimierung" bezeichnet, da sie nur die Umrisse der Struktur verändert, die weiterhin durch Pseudodichten in einem voxelartigen Finite-Elemente-Netz beschrieben ist. Die erzielbaren Verbesserungen und der damit verbundene Rechenaufwand durch Anwendung der vorgeschlagenen Methode werden anhand verschiedener 2D- und 3D-Beispiele demonstriert. Die Ergebnisse zeigen, dass die vorgestellte Methode im Gegensatz zu bestehenden Methoden mit expliziter Berücksichtigung von Ausfallsicherheit in der Topologieoptimierung mit vertretbarem Rechenaufwand durchgeführt werden kann. Für die gezeigten 2D-Beispiele verringert sich so etwa die Gesamtzahl der Rechnungen für eine Optimierung hinsichtlich Ausfallsicherheit um drei Größenordnungen und ist maximal 5,6-mal höher als bei einer gewöhnlichen Topologieoptimierung. Das unterstreicht, dass die vorgestellte Methode auch für große Modelle im industriellen Kontext anwendbar ist. Mit der Möglichkeit einzelne optimierte Komponenten zu berechnen und herzustellen ergibt sich auch die Frage, wie die Verbindungen zwischen verschiedenen Komponenten in einer Baugruppe optimiert werden können. In dieser Arbeit wird daher zudem auch eine Methode zur gleichzeitigen Optimierung der Topologie von Bauteilen und deren Verbindungen in Baugruppen vorgestellt. Dabei ist die Lage der Verbindungsstellen weder diskret noch vorgeschrieben, sondern kontinuierlich beweglich. Kopplungsgleichungen ermöglichen den Einsatz unterschiedlich vernetzter Entwurfsräume und umgehen eine Neuvernetzung, wenn sich die Positionen der Verbinder ändern. In der vorgestellten Methode ist die Kraftübertragung an einer Verbindungsstelle nicht nur durch einzelne Federelemente modelliert, sondern es werden auch die Größe und Art der Verbindung berücksichtigt. Für Niet- oder Schraubverbindungen müssen beispielsweise lokal an den Bauteilen entsprechende passgenaue Löcher, umgeben von Material, vorhanden sein. Punktschweißungen hingegen können kleiner ausfallen und erfordern nur das Vorhandensein von Material. Die vorgestellte Methode bezieht diese Material- und Freibereiche in die gleichzeitig laufende Topologieoptimierung der Bauteile mit ein. Darüber hinaus kann das Versagen von Verbindern schon während der Optimierung berücksichtigt werden, so dass sich ausfallsicher verbundene Baugruppen ergeben. Durch die Einbettung der effizienten Methode zur ausfallsicheren Optimierung von Einzelkomponenten in die vorgestellte Baugruppenoptimierung können schließlich schadenstolerante Baugruppen errechnet werden, die robust gegenüber einem Ausfall von Verbindern sowie von Lastpfaden der einzelnen Komponenten sind.']] | ['2022'] | ['http://id.loc.gov/vocabulary/iso639-1/en'] | ['open access'] | [''] | ['gnd:1112763473', 'gnd:1149184019', 'gnd:1218246634', 'gnd:1269914936', 'gnd:130690589', 'gnd:4183811-7', 'https://www.tib.eu/de/suchen/id/TIBKAT%3A1818206307'] | ['Technische Universität Hamburg', 'Kriegesmann, Benedikt', 'Ambrozkiewicz, Olaf', 'Technische Universität Hamburg, Institut für Strukturmechanik im Leichtbau', 'Seifried, Robert', 'Strukturoptimierung'] | 15 |
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} | [] | [] | ['jur'] | ['Technische Informationsbibliothek (TIB)'] | [['(isbn13)9783161619434', '(firstid)KEP:082251622', '(doi)10.1628/978-3-16-161943-4', '(ppn)181914500X']] | ['Mohr Siebeck'] | [['Theological Education', '(classificationName=linseach:mapping)jur', 'Datenschutzrecht', 'Ausländisches Recht, Rechtsvergleichung', '(classificationName=rvk)PZ 4800', '(classificationName=ddc)342.430858', 'Datenschutz', 'Schweigepflicht', 'Leistung gegen Daten', 'Rechtsvergleichung und Rechtsvereinheitlichung', 'CCPA', '(classificationName=ddc)342.730858', 'DSGVO', '(classificationName=bk, id=106410687)86.06 - Rechtsvergleichung, Rechtsvereinheitlichung', '(classificationName=bk, id=106422472)86.55 - Datenschutzrecht', 'Europarecht']] | ['Der California Consumer Privacy Act : ein liberaler Gegenentwurf zur DSGVO für das private Datenschutzrecht'] | [['As the first U.S. omnibus privacy law, the California Consumer Privacy Act (CCPA) is bound to influence the U.S. and global development of privacy law. Felix Glocker analyzes the CCPA and compares it in detail with the GDPR. In addition, he develops a legal transplant for the highly controversial problem of »paying with your personal data« for a revision of the GDPR.', 'Als erstes umfassendes Datenschutzgesetz der Vereinigten Staaten wird der California Consumer Privacy Act (CCPA) von 2018/2020 zwangsläufig die amerikanische und weltweite Entwicklung des Datenschutzes beeinflussen. Er ist nicht etwa nur eine abgeschwächte Form der europäischen Datenschutz-Grundverordnung (DSGVO), sondern ist tief im amerikanischen Recht verwurzelt. Sein Leitbild ist die Privatautonomie, während die DSGVO bis zu einem gewissen Grad paternalistisch Gefahren für die betroffene Person abwehren will. Felix Glocker analysiert den CCPA vollständig und vergleicht ihn eingehend mit der DSGVO. Zudem entwickelt er für das in Europa hochumstrittene Problem von »Leistung gegen Daten« einen Regelungsvorschlag als ein legal transplant der ausdifferenziert geregelten Lösung des CCPA für diesen Vertragstyp.']] | ['2022'] | ['http://id.loc.gov/vocabulary/iso639-1/de'] | ['open access'] | [''] | ['gnd:1105568555', 'gnd:1274386624', 'gnd:1277803692', 'gnd:4115712-6', 'https://www.tib.eu/de/suchen/id/TIBKAT%3A181914500X'] | ['Datenschutz-Grundverordnung', 'Glocker, Felix', 'California Consumer Privacy Act', 'Rechtsvergleich'] | 12 |
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"title": "The Beginning of the Biblical Canon and Ben Sira",
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"The Book of Ben Sira, written in Hebrew in the early second century BCE, is often regarded as containing the earliest references to the canon of the Hebrew Bible / Old Testament. In contrast, Alma Brodersen examines methodological and historical issues regarding the beginning of the biblical canon and Ben Sira, and demonstrates that the book itself \u2013 as distinct from the later Prologue to its Greek translation \u2013 does not actually refer to texts as canonical. In addition, a systematic analysis of key passages in Ben Sira 38\u201339 and 44\u201350 in Hebrew and Greek uncovers similarities with other ancient texts which are not canonical today but preserved in the Dead Sea Scrolls. Far from proving the existence of the biblical canon in his day, Ben Sira's book indicates instead the importance of oral teaching and the relevance of a wide range of traditions.Survey of contents1. The Beginning of the Biblical Canon and Ben Sira 1.1. Introduction1.2. Languages1.3. Canonical Categories1.4. Intertextual References1.5. Aim and Structure of the Study 2. Historical Contexts of Ben Sira 2.1. Date and Historical Setting of Ben Sira2.2. Writing at the Time of Ben Sira2.3. Writing in the Book of Ben Sira2.4. Conclusion 3. Greek Prologue to Ben Sira 3.1. Introduction3.2. Greek Text and Translation3.3. Analysis3.4. Key Terms: Law, Prophets, and Writings3.5. The Prologue and the Question of Canon3.6. Conclusion 4. Ben Sira 38:24\u201339:11 4.1. Introduction4.2. Hebrew Text and Translation4.3. Greek Text and Translation4.4. Comparative Analysis4.5. Sir 38:24\u201339:11 and the Question of Canon4.6. Conclusion 5. Ben Sira 44\u201350: Survey 5.1. Introduction5.2. Textual Basis5.3. Comparative Analysis5.4. Sir 44\u201350 and the Question of Canon5.5. Figures and the Question of Quotation5.6. Conclusion 6. Ben Sira 44\u201350: Case Studies 6.1. Selection of Case Studies6.2. Enoch (Sir 44:16; 49:14)6.3. Judges (Sir 46:11\u201312)6.4. Isaiah (Sir 48:17\u201325)6.5. Job (Sir 49:9)6.6. Twelve Prophets (Sir 49:10)6.7. Conclusion 7. Results 7.1. The Beginning of the Biblical Canon and Ben Sira7.2. Implications7.3. Concluding Summary",
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} | [] | [] | ['rel'] | ['Technische Informationsbibliothek (TIB)'] | [['(firstid)KEP:082251533', '(ppn)1819145107', '(isbn13)9783161619922', '(doi)10.1628/978-3-16-161992-2']] | ['Mohr Siebeck'] | [['(classificationName=bk, id=106404342)11.37 - Apokryphen, Pseudepigraphen', '(classificationName=bk, id=106404288)11.39 - Textkritik, historische Kritik', '(classificationName=bk, id=106404318)11.43 - Altes Testament in Beziehung zu anderen Kulturen', '(classificationName=linseach:mapping)rel', '(classificationName=ddc)229.4012', 'Septuagint', 'Antiquity', 'Old Testament', 'Dead Sea Scrolls', 'Forschungen zum Alten Testament', '(classificationName=ssg)1', 'Hebrew Bible', 'Altes Testament', '(classificationName=rvk)BC 6765']] | ['The Beginning of the Biblical Canon and Ben Sira'] | [["The Book of Ben Sira, written in Hebrew in the early second century BCE, is often regarded as containing the earliest references to the canon of the Hebrew Bible / Old Testament. In contrast, Alma Brodersen examines methodological and historical issues regarding the beginning of the biblical canon and Ben Sira, and demonstrates that the book itself – as distinct from the later Prologue to its Greek translation – does not actually refer to texts as canonical. In addition, a systematic analysis of key passages in Ben Sira 38–39 and 44–50 in Hebrew and Greek uncovers similarities with other ancient texts which are not canonical today but preserved in the Dead Sea Scrolls. Far from proving the existence of the biblical canon in his day, Ben Sira's book indicates instead the importance of oral teaching and the relevance of a wide range of traditions.Survey of contents1. The Beginning of the Biblical Canon and Ben Sira 1.1. Introduction1.2. Languages1.3. Canonical Categories1.4. Intertextual References1.5. Aim and Structure of the Study 2. Historical Contexts of Ben Sira 2.1. Date and Historical Setting of Ben Sira2.2. Writing at the Time of Ben Sira2.3. Writing in the Book of Ben Sira2.4. Conclusion 3. Greek Prologue to Ben Sira 3.1. Introduction3.2. Greek Text and Translation3.3. Analysis3.4. Key Terms: Law, Prophets, and Writings3.5. The Prologue and the Question of Canon3.6. Conclusion 4. Ben Sira 38:24–39:11 4.1. Introduction4.2. Hebrew Text and Translation4.3. Greek Text and Translation4.4. Comparative Analysis4.5. Sir 38:24–39:11 and the Question of Canon4.6. Conclusion 5. Ben Sira 44–50: Survey 5.1. Introduction5.2. Textual Basis5.3. Comparative Analysis5.4. Sir 44–50 and the Question of Canon5.5. Figures and the Question of Quotation5.6. Conclusion 6. Ben Sira 44–50: Case Studies 6.1. Selection of Case Studies6.2. Enoch (Sir 44:16; 49:14)6.3. Judges (Sir 46:11–12)6.4. Isaiah (Sir 48:17–25)6.5. Job (Sir 49:9)6.6. Twelve Prophets (Sir 49:10)6.7. Conclusion 7. Results 7.1. The Beginning of the Biblical Canon and Ben Sira7.2. Implications7.3. Concluding Summary", 'Der Beginn des Bibelkanons wird oft mit dem Buch Jesus Sirach im frühen 2. Jahrhundert v. Chr. in Verbindung gebracht. Alma Brodersen unternimmt eine systematische Analyse der antiken Textzeugnisse und zeigt, dass das Buch Jesus Sirach vielmehr die Vielfalt mündlicher und schriftlicher Traditionen zu dieser Zeit bezeugt.Inhaltsübersicht1. The Beginning of the Biblical Canon and Ben Sira 1.1. Introduction1.2. Languages1.3. Canonical Categories1.4. Intertextual References1.5. Aim and Structure of the Study 2. Historical Contexts of Ben Sira 2.1. Date and Historical Setting of Ben Sira2.2. Writing at the Time of Ben Sira2.3. Writing in the Book of Ben Sira2.4. Conclusion 3. Greek Prologue to Ben Sira 3.1. Introduction3.2. Greek Text and Translation3.3. Analysis3.4. Key Terms: Law, Prophets, and Writings3.5. The Prologue and the Question of Canon3.6. Conclusion 4. Ben Sira 38:24–39:11 4.1. Introduction4.2. Hebrew Text and Translation4.3. Greek Text and Translation4.4. Comparative Analysis4.5. Sir 38:24–39:11 and the Question of Canon4.6. Conclusion 5. Ben Sira 44–50: Survey 5.1. Introduction5.2. Textual Basis5.3. Comparative Analysis5.4. Sir 44–50 and the Question of Canon5.5. Figures and the Question of Quotation5.6. Conclusion 6. Ben Sira 44–50: Case Studies 6.1. Selection of Case Studies6.2. Enoch (Sir 44:16; 49:14)6.3. Judges (Sir 46:11–12)6.4. Isaiah (Sir 48:17–25)6.5. Job (Sir 49:9)6.6. Twelve Prophets (Sir 49:10)6.7. Conclusion 7. Results 7.1. The Beginning of the Biblical Canon and Ben Sira7.2. Implications7.3. Concluding Summary']] | ['2022'] | ['http://id.loc.gov/vocabulary/iso639-1/en'] | ['open access'] | [''] | ['gnd:4001515-4', 'gnd:4055145-3', 'gnd:4131583-2', 'https://www.tib.eu/de/suchen/id/TIBKAT%3A1819145107'] | ['Bibel', 'Bibel', 'Kanon'] | 23 |
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} | ['gnd:4171438-6', 'gnd:4046449-0'] | ['Poetik', 'Neoliberalismus'] | ['lit'] | ['Technische Informationsbibliothek (TIB)'] | [['(isbn13)9783662662373', '(firstid)KEP:082397511', '(ppn)1820339270', '(doi)10.1007/978-3-662-66237-3']] | ['J.B. Metzler'] | [['(classificationName=linseach:mapping)sow', 'Neoliberalism', 'America', '(classificationName=ddc)801.93', 'Literature—Aesthetics.', '(classificationName=rvk)MS 4675', '(classificationName=linseach:mapping)lit', 'Literature', '(classificationName=rvk)EC 1850', 'America—Literatures.']] | ['There Is an Alternative : With Herbert Marcuse and Mark Fisher Towards a Political Aesthetics of Neoliberalism'] | [['The book aims at interrogating the contemporary problematic of neoliberalism and its relationship to culture and ideology through the lens of a theoretical synthesis interweaving the emancipatory aesthetics of Herbert Marcuse, Fredric Jameson\'s pathbreaking analysis of the cultural logic of late capitalism, and the late Mark Fisher\'s work on "post-capitalist desire" and "acid communism." The main imperative is to formulate a possible (and, as it turns out, necessary) opening for aesthetic critique in the climate of contemporary neoliberal capitalism. This mode of aesthetic critique is then operationalized through an exemplary reading of the emancipatory poetics of Ben Lerner\'s 2014 novel "10:04." About the author Lukas Schutzbach is a PhD candidate at the English Department of the University of Heidelberg. His research focusses on the intersection of neoliberalism, contemporary American literature, and questions of critical theory and aesthetics.', "Introduction -- Neoliberalism and One-Dimensional Society -- One-Dimensional Society and Emancipatory Art -- Emancipatory Art and Neoliberalism in Ben Lerner's 10:04 -- Conclusions."]] | ['2023'] | ['http://id.loc.gov/vocabulary/iso639-1/en'] | ['commercial licence'] | [[{'@id': 'gnd:4171438-6'}, {'@id': 'gnd:4046449-0'}]] | ['gnd:1282412876', 'gnd:4046449-0', 'gnd:4171438-6', 'https://www.tib.eu/de/suchen/id/TIBKAT%3A1820339270'] | ['Schutzbach, Lukas', 'Poetik', 'Neoliberalismus'] | 14 |
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} | ['gnd:4077445-4', 'gnd:4133962-9', 'gnd:4057699-1'] | ['Stoffwechsel', 'Silicium', 'Pflanzenernährung'] | ['hor'] | [['gnd:1182922414', 'gnd:141221518', 'gnd:1145918670']] | [['(ppn)1820743799', '(firstid)KXP:1820743799', '(doi)10.25673/92667']] | [''] | [['(classificationName=ddc-dbn)572.5', 'Pflanzenhormon', 'Gerste', 'Mais', 'Dürreresistenz', 'Wurzel', 'Toleranz', '(classificationName=linseach:mapping)hor', '(classificationName=bk, id=106416030)48.50 - Pflanzenproduktion: Allgemeines', 'Stressreaktion', '(classificationName=ddc-dbn)570']] | ['Impact of silicon nutrition on barley plants under potassium deficiency or drought stress : insight into transcriptional, hormonal and metabolic regulation'] | [['silicon nutrition, potassium starvation response, potassium efficiency, rubidium flux, vacuolar potassium channel, high-affinity potassium uptake, nutrient partitioning, assimilate allocation, drought stress, abscisic acid homeostasis', 'Silicon (Si) as beneficial element in plant nutrition has been shown to increase tolerance to biotic and abiotic stresses. Potassium (K) deficiency and drought are two major abiotic stresses in agriculture. In this study, physiological analyses revealed that under long- or short-term K deficiency conditions, Si nutrition enhanced remobilization of vacuolar root K pools and root-to-shoot translocation, which restored K-dependent metabolic processes in shoots for the sake of continued assimilate provision to roots. Under drought stress, Si induced drought tolerance mainly via improved water content and reconstituted hormonal homeostasis in leaves, in particular by suppressed abscisic acid. Altogether, this study reveals novel regulatory patterns conferred by Si under low K and drought stress, which can improve Si application in plant production to foster sustainable agriculture.', 'Silizium-Ernährung, Kalium-Hunger-Reaktion, Kalium-Effizienz, Rubidium-Fluss, vakuolärer Kalium-Kanal, hochaffine Kalium-Aufnahme, Nährstoff-Verteilung, Assimilat-Allokation, Trockenheitsstress, Abscisinsäure-Homöostase', 'Silizium (Si) als nützliches Element in der Pflanzenernährung erhöht nachweislich die Toleranz gegenüber biotischen und abiotischen Stressfaktoren. Kalium (K)-Mangel und Trockenheit sind zwei wichtige abiotische Stressfaktoren in der Landwirtschaft. In dieser Studie ergaben physiologische Analysen, dass die Si-Ernährung unter lang- oder kurzfristigen K-Mangelbedingungen die Remobilisierung der vakuolären K-Reservoirs in den Wurzeln und die Verlagerung von der Wurzel in den Spross verbesserte, wodurch die K-abhängigen Stoffwechselprozesse in den Sprossen wiederhergestellt wurden, um eine kontinuierliche Versorgung der Wurzeln mit Assimilaten zu gewährleisten. Bei Trockenstress induzierte Si die Trockentoleranz vor allem über einen verbesserten Wassergehalt und stellte die hormonelle Homöostase in den Blättern wieder her, insbesondere durch die Unterdrückung von Abscisinsäure. Insgesamt zeigt diese Studie neuartige Regulationsmuster auf, die durch Si bei niedrigem K-Gehalt und Trockenstress vermittelt werden und die den Einsatz von Si in der Pflanzenproduktion verbessern können, um eine nachhaltige Landwirtschaft zu fördern.']] | ['2022'] | ['http://id.loc.gov/vocabulary/iso639-1/en'] | ['open access'] | [[{'@id': 'gnd:4077445-4'}, {'@id': 'gnd:4133962-9'}, {'@id': 'gnd:4057699-1'}]] | ['gnd:1145918670', 'gnd:1182922414', 'gnd:1272000206', 'gnd:141221518', 'gnd:2024276-1', 'gnd:4057699-1', 'gnd:4077445-4', 'gnd:4133962-9', 'https://www.tib.eu/de/suchen/id/TIBKAT%3A1820743799'] | ['Wirén, Nicolaus', 'Peiter, Edgar', 'Beier, Seyedeh Sara', 'Dittert, Klaus', 'Martin-Luther-Universität Halle-Wittenberg', 'Stoffwechsel', 'Silicium', 'Pflanzenernährung'] | 10 |
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"abstract": "Soils are the largest terrestrial organic carbon pool and source of atmospheric CO2 . The fate of organic carbon in soils is chiefly controlled by microbial activities, mainly via mineralization by heterotrophs releasing CO2 . However, before it is released into the atmosphere, a portion of this CO2 is refixed non-phototrophically by chemolithoautotrophic microbes. This process is called dark CO2 fixation, and is expected to not only modulate CO2 fluxes, but also contribute to soil organic carbon (SOC). Thus, CO2 fixation could be linked to the increase of SOC stocks in soils like those of temperate forests, in addition to increased plant inputs. As SOC from plant litter decreases with depth, there is a reduced availability of nutrients for heterotrophs. But since CO2 concentration increases with depth, the relative impact of chemolithoautotrophy likely increases with depth. This is expected to affect SOC and soil CO2 fluxes and might vary with changes in biogeochemical and climatic factors. Thus, quantifying the inputs and chemolithoautotrophic potential for CO2 fixation across temperate forest soil depths and the factors affecting this process, is required to determine its contribution to SOC and soil CO2 fluxes, and its response to shifts in biogeochemical parameters and global climate change. The findings presented in this thesis highlight the contributions of dark CO2 fixation to SOC by recycling CO2 produced from soil respiration across temperate forest soil profiles. Dark CO2 fixation is likely a ubiquitous process among temperate forest soil microbiome and not restricted to chemolithoautotrophs. It is influenced by changes in geochemical parameters like SOC and pH. As CO2 fixation also responds to higher CO2 concentration and temperature, this thesis further highlights that dark CO2 fixation might be affected by global climate change.",
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} | ['gnd:7745707-9', 'gnd:4039226-0', 'gnd:4164199-1', 'gnd:4210099-9', 'gnd:4007348-8'] | ['Boden', 'Mikroorganismus', 'Klimaänderung', 'Kohlendioxidfixierung', 'Kohlendioxidsenke'] | ['bio'] | [['Technische Informationsbibliothek (TIB)', {'@id': 'gnd:118494881X'}, {'@id': 'gnd:128701463'}, {'@id': 'gnd:1161414029'}]] | [['(firstid)KXP:1822145570', '(ppn)1822145570']] | [''] | [['(classificationName=linseach:mapping)bio', 'Boden', '(classificationName=ddc-dbn)577.5', '(classificationName=ddc-dbn)570', 'Kohlendioxid', 'Organischer Stoff', 'Kohlenstoffkreislauf']] | ['The dark side of primary production in temperate forest soils'] | ['Soils are the largest terrestrial organic carbon pool and source of atmospheric CO2 . The fate of organic carbon in soils is chiefly controlled by microbial activities, mainly via mineralization by heterotrophs releasing CO2 . However, before it is released into the atmosphere, a portion of this CO2 is refixed non-phototrophically by chemolithoautotrophic microbes. This process is called dark CO2 fixation, and is expected to not only modulate CO2 fluxes, but also contribute to soil organic carbon (SOC). Thus, CO2 fixation could be linked to the increase of SOC stocks in soils like those of temperate forests, in addition to increased plant inputs. As SOC from plant litter decreases with depth, there is a reduced availability of nutrients for heterotrophs. But since CO2 concentration increases with depth, the relative impact of chemolithoautotrophy likely increases with depth. This is expected to affect SOC and soil CO2 fluxes and might vary with changes in biogeochemical and climatic factors. Thus, quantifying the inputs and chemolithoautotrophic potential for CO2 fixation across temperate forest soil depths and the factors affecting this process, is required to determine its contribution to SOC and soil CO2 fluxes, and its response to shifts in biogeochemical parameters and global climate change. The findings presented in this thesis highlight the contributions of dark CO2 fixation to SOC by recycling CO2 produced from soil respiration across temperate forest soil profiles. Dark CO2 fixation is likely a ubiquitous process among temperate forest soil microbiome and not restricted to chemolithoautotrophs. It is influenced by changes in geochemical parameters like SOC and pH. As CO2 fixation also responds to higher CO2 concentration and temperature, this thesis further highlights that dark CO2 fixation might be affected by global climate change.'] | ['2022'] | ['http://id.loc.gov/vocabulary/iso639-1/de'] | ['open access'] | [[{'@id': 'gnd:7745707-9'}, {'@id': 'gnd:4039226-0'}, {'@id': 'gnd:4164199-1'}, {'@id': 'gnd:4210099-9'}, {'@id': 'gnd:4007348-8'}]] | ['gnd:1161414029', 'gnd:118494881X', 'gnd:1272470229', 'gnd:128701463', 'gnd:36164-1', 'gnd:4007348-8', 'gnd:4039226-0', 'gnd:4164199-1', 'gnd:4210099-9', 'gnd:7745707-9', 'https://www.tib.eu/de/suchen/id/TIBKAT%3A1822145570'] | ['Küsel, Kirsten', 'Gleixner, Gerd', 'Akinyede, Rachael', 'Kolb, Steffen', 'Friedrich-Schiller-Universität Jena', 'Boden', 'Mikroorganismus', 'Klimaänderung', 'Kohlendioxidfixierung', 'Kohlendioxidsenke'] | 3 |
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