Relevant bibliographies by topics / Architecture des failles

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Architecture des failles'

Author: Grafiati
Published: 4 June 2021
Last updated: 1 February 2022

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Journal articles on the topic "Architecture des failles"

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Manzano, Wallace, Valdemar Vicente Graciano Neto, and Elisa Yumi Nakagawa. "Dynamic-SoS: An Approach for the Simulation of Systems-of-Systems Dynamic Architectures." Computer Journal 63, no. 5 (April 12, 2019): 709–31. http://dx.doi.org/10.1093/comjnl/bxz028.

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Abstract Systems-of-Systems (SoS) combine heterogeneous, independent systems to offer complex functionalities for highly dynamic smart applications. Besides their dynamic architecture with continuous changes at runtime, SoS should be reliable and work without interrupting their operation and with no failures that could cause accidents or losses. SoS architectural design should facilitate the prediction of the impact of architectural changes and potential failures due to SoS behavior. However, existing approaches do not support such evaluation. Hence, these systems have been usually built without a proper evaluation of their architecture. This article presents Dynamic-SoS, an approach to predict/anticipate at design time the SoS architectural behavior at runtime to evaluate whether the SoS can sustain their operation. The main contributions of this approach comprise: (i) characterization of the dynamic architecture changes via a set of well-defined operators; (ii) a strategy to automatically include a reconfiguration controller for SoS simulation; and (iii) a means to evaluate architectural configurations that an SoS could assume at runtime, assessing their impact on the viability of the SoS operation. Results of our case study reveal Dynamic-SoS is a promising approach that could contribute to the quality of SoS by enabling prior assessment of its dynamic architecture.
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Stevens, Vidar. "A concept in search of a stronger foundation: Three ideal types of place brand architectures." Marketing Review 19, no. 3 (December 31, 2019): 279–92. http://dx.doi.org/10.1362/146934719x15774562877737.

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Besides a few extra mentions in case studies and conceptual articles, the concept of place brand architecture has received limited attention in the place branding literature. Moreover, the literature lacks a convincing theoretical foundation of the concept of place brand architecture. This lack of scholarly attention for the concept of place brand architecture is striking, because it means that we ('as scholars') have little knowledge about the different manifestations of place brand architectures. From a critical stance, it can even be argued that scholars have failed to scrutinise the scholarly question of under what circumstances a specific set-up of place brand architecture is most suited for a specific type of multistakeholder place branding campaign. To this end, the goal of this article is to contribute to the place branding literature by theorising on what the concept of place brand architecture entails, what the different dimensions of a place brand architecture are, and what ideal types of place brand architectures can be distilled from the literature. These ideal types, which, as the article shows, can also be observed in practice, may help future research to look with specific theoretical lenses at set-ups of place brand architectures.
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BROWN, ALAN W., and JOHN A. McDERMID. "THE ART AND SCIENCE OF SOFTWARE ARCHITECTURE." International Journal of Cooperative Information Systems 16, no. 03n04 (September 2007): 439–66. http://dx.doi.org/10.1142/s0218843007001718.

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Experience in all aspects of software engineering has confirmed the pivotal role of focusing on architectural concerns in the development of complex software-intensive systems. Consequently, the past 20 years has seen significant investments in the theory and practice of software architecture. However, architectural deficiencies are frequently cited as a key factor in the shortcomings and failures that lead to unpredictable delivery of complex operational systems. Here, we consider the art and science of software architecture: we explore the current state of software architecture, identify key architectural trends, and directions in academia and industry, and highlight some of the architectural research challenges which need to be addressed. The paper proposes a detailed agenda of research activities to be carried out by a partnership between academia and industry. While challenges exist in many domains, for this paper we draw examples from one area of particular concern: safety-critical systems.
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Kaiser, Marcus. "Brain architecture: a design for natural computation." Philosophical Transactions of the Royal Society A: Mathematical, Physical and Engineering Sciences 365, no. 1861 (September 13, 2007): 3033–45. http://dx.doi.org/10.1098/rsta.2007.0007.

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Fifty years ago, John von Neumann compared the architecture of the brain with that of the computers he invented and which are still in use today. In those days, the organization of computers was based on concepts of brain organization. Here, we give an update on current results on the global organization of neural systems. For neural systems, we outline how the spatial and topological architecture of neuronal and cortical networks facilitates robustness against failures, fast processing and balanced network activation. Finally, we discuss mechanisms of self-organization for such architectures. After all, the organization of the brain might again inspire computer architecture.
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Hawkes, Dean. "The Centre and the Periphery: some reflections on the nature and conduct of architectural research." Architectural Research Quarterly 1, no. 1 (1995): 8–11. http://dx.doi.org/10.1017/s1359135500000051.

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This paper, which is based upon a talk given to the Martin Centre Research Society at the Department of Architecture at Cambridge in October 1994, examines the continuing relevance of the model of architectural research which was proposed at the Oxford Conference on architectural education in 1958. It suggests that the Oxford model, with its roots in the procedures of the sciences, in which ‘fundamental’ research precedes ‘development’, before leading into practical application, fails to account for the role of the designer in the evolution of the state of architecture. It also proposes that developments in architectural education, in particular the growth of the unit system of studio instruction, have added a further element to the productive and investigative potential of the schools of architecture, and that this must be accounted for in any valid model of research.
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Ghayyur, Shahbaz Ahmed Khan, Daud Awan, and Malik Sikander Hayat Khiyal. "A Case of Engineering Quality for Mobile Healthcare Applications Using Augmented Personal Software Process Improvement." Mobile Information Systems 2016 (2016): 1–14. http://dx.doi.org/10.1155/2016/3091280.

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Mobile healthcare systems are currently considered as key research areas in the domain of software engineering. The adoption of modern technologies, for mobile healthcare systems, is a quick option for industry professionals. Software architecture is a key feature that contributes towards a software product, solution, or services. Software architecture helps in better communication, documentation of design decisions, risks identification, basis for reusability, scalability, scheduling, and reduced maintenance cost and lastly it helps to avoid software failures. Hence, in order to solve the abovementioned issues in mobile healthcare, the software architecture is integrated with personal software process. Personal software process has been applied successfully but it is unable to address the issues related to architectural design and evaluation capabilities. Hence, a new technique architecture augmented personal process is presented in order to enhance the quality of the mobile healthcare systems through the use of architectural design with integration of personal software process. The proposed process was validated by case studies. It was found that the proposed process helped in reducing the overall costs and effort. Moreover, an improved architectural design helped in development of high quality mobile healthcare system.
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Charleson, A. W. "Seismic design within architectural education." Bulletin of the New Zealand Society for Earthquake Engineering 30, no. 1 (March 31, 1997): 46–50. http://dx.doi.org/10.5459/bnzsee.30.1.46-50.

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This paper discusses the teaching of earthquake resistant design within schools of architecture. It aims to stimulate discussion on more effective means of teaching the subject, and to suggest ideas and resources for schools whose seismic design curriculum might benefit from further development. It is argued that seismic design issues should be included and integrated into architecture curricula. The case is based primarily on observations of building failures resulting from flawed architectural design decisions and subsequent critical reaction from within the architectural profession itself. However, another reason is that the large sizes and restrictive layouts of some seismic load resisting systems impact unavoidably upon architectural layouts. The content, teaching methods and teaching staff qualities appropriate for a seismic design curriculum are discussed in a case study from the School of Architecture, Victoria University of Wellington. Two key aspects of perceived success are the course's relevance to architectural design and the variety of presentation. Teaching methods, teaching aids and useful references are provided. The evaluation of the courses considered in the case study is discussed, and postgraduate and post-graduation seismic education in New Zealand is reviewed.
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Lovra, Éva. "Perceptions. The Unbuilt Synagogue in Buda through Controversial Architectural Tenders (1912–1914)." Arts 8, no. 4 (November 8, 2019): 149. http://dx.doi.org/10.3390/arts8040149.

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The unbuilt synagogue in Buda is an almost forgotten chapter in Hungarian architectural history which drew great attention between 1911 and 1914. It was discussed extensively by the contemporary press in the early 20th century and by architects in the Hungarian capital of Austria–Hungary. Between 1912 and 1914 three tenders for the design of the synagogue of Buda were announced, with the participation of well-known (synagogue) architects of Hungary, who represented the diverse architectural styles of the period. The efforts to build the synagogue, including the three failed tenders, the 30 competition designs and the opinions of contemporaries raised, and continue to raise, many provocative questions. The present study is based on the analysis of the designs submitted and criticisms published in official architecture magazines between 1912 and 1914, but not yet studied and published elsewhere. Through these, the study showcases the controversial architectural decisions that could have changed the appearance of a neighbourhood but failed to do so. The study puts the townscape of Széll Kálmán Square in Buda in a new context, revealing another layer of architecture, urban design and architectural-sociology and perception of the capital’s synagogue on the eve of World War I and the dissolution of the Austro-Hungarian Empire.
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McCann, Rachel. "A Sensuous Ethics of Difference." Hypatia 26, no. 3 (2011): 497–517. http://dx.doi.org/10.1111/j.1527-2001.2011.01207.x.

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This essay outlines how Western culture, and in particular the practice of architecture, has failed to develop a nuanced and ethical approach to alterity. It examines Maurice Merleau-Ponty's conception of the flesh as a process of continual self-interrogation through perceptual acts that intertwine communality and difference, establishing a shared world through interlocution, and explores how the work of Merleau-Ponty and Luce Irigaray augment each other to deepen our understanding of alterity. It then examines architectural design as an intercorporeal and intersubjective act that creatively refigures sedimented spatial and social habits. Using the example of an architectural design studio, it demonstrates how designers can critically confront nuances of alterity through investigating the corporeal and social depths of architecture.
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Hussein, Fawzia Irhayyeim, and Ghada Musa Al-Silk. "The use of historical Type in the design of contemporary Iraqi architecture." Association of Arab Universities Journal of Engineering Sciences 26, no. 4 (December 31, 2019): 159–72. http://dx.doi.org/10.33261/jaaru.2019.26.4.018.

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The appearance of the type in architecture has had a profound impact on contemporary architectural thought after the free type followed by the architecture of modernity failed to achieve continuity and communication because the modern type is not descended from a historical chain, but was determined by economic calculations, which is produced by logical processes that combine needs with techniques. Therefore, the type is considered the theoretical tool that moves architecture and is the organizer with the historical content, which can continue to achieve a culturally continuous architecture, that realizes the architects to create communicating architecture. Thus, the problem is the lack of knowledge in the method of using the historical type in the contemporary of Iraqi architecture, and to extract the most important characteristics. The aim of the research is extraction of the historical type of Iraqi architecture - for the period preceding Islam (Sumerian, Assyrian, Babylonian, and Hatra) and its use in the design of contemporary Iraqi architecture. Thus, the hypothesis is the use of the historical type in contemporary Iraqi architecture creates contemporary architecture and urban continuum.
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Dissertations / Theses on the topic "Architecture des failles"

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Backert, Nicolas Ford Mary Malartre Fabrice. "Interaction tectonique-sédimentation dans le rift de Corinthe, Grèce. Architecture stratigraphique et sédimentologie du Gilbert-delta de Kerinitis." S. l. : INPL, 2009. http://www.scd.inpl-nancy.fr/theses/2009_BACKERT_N.pdf.

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Wessels, Richard. "Tectonic evolution, fault architecture, and paleo-fluid circulation in transpressive systems - southern Haiti." Electronic Thesis or Diss., Sorbonne université, 2018. http://www.theses.fr/2018SORUS220.

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Haïti est située sur la partie occidentale de l'île d'Hispaniola, qu'il partage avec la République dominicaine à l'est. Haïti est située en limite septentrionale des Caraïbes, où le mouvement relatif entre les plaques Caraïbes et Amérique du Nord est accommodé par un système complexe de microplaques de failles et de blocs tectoniques. Deux failles décrochantes sismogènes liées à ce système se trouvent en Haïti ; la zone de faille d'Enriquillo – Plantain Garden (EGPFZ) sur la partie sud d'Haïti et la zone de faille Septentrionale (SFZ) au large de la partie nord d'Haïti, tandis que la chaîne trans-haïtienne, composée de chevauchements d’unités tectoniques haïtiennes se propage vers le sud-ouest. La géologie et le contexte géodynamique d'Haïti font l'objet d'un regain d'intérêt scientifique à cause du séisme très destructeur de Mw 7.0, survenu le 12 janvier 2010, qui s’est produit au sud d'Haïti à Leogâne, près de la capitale Port-au-Prince. Cette étude, qui est une collaboration entre Sorbonne Université, IFP Energies nouvelles (IFPEn), l’Université d’Etat d’Haïti (UEH), URGéo, et le Bureau des Mines et de l’Energie d’Haïti (BME), participe à l'accroissement des connaissances géologiques de la zone méridionale d'Haïti. Elle comporte trois objectifs principaux ; 1) identifier le nombre et la chronologie des phases de déformation de la péninsule sud d'Haïti, leur impact régional, leur style structural, et l'évolution des paléo-contraintes, 2) contraindre l'histoire de la déformation de la zone frontale de la chaîne trans-haïtienne (la chaîne des Matheux), et (3) caractériser l'interaction entre les fluides et la déformation en examinant la circulation des paléo‐fluides associée à la déformation dans les deux régions. Pour atteindre ces objectifs, cette étude intègre des données géologiques et des observations à terre sur Haïti acquises lors de deux campagnes de terrain en 2015 et 2017. Les données stratigraphiques et structurales sont combinées avec l’étude des images satellitaires pour établir quatre cartes géologiques à petite échelle (~1:50.000) et des coupes transversales, qui permettent de mieux comprendre et de contraindre la déformation dans la région. Des échantillons de roches et de veines sont analysés à l'aide d'une série de techniques analytiques, incluant la microscopie optique, la cathodoluminescence, la micro‐thermométrie des inclusions fluides et la spectroscopie Raman sur ces inclusions, la diffraction des rayons X, la géochimie des isotopes stables, et la géochimie sur roche totale. L'ensemble des analyses est intégré afin de documenter et comprendre la circulation des paléo‐fluides. Les résultats de cette étude indiquent que la Péninsule du Sud s’est développée sur une large zone d’inversion bordée par des chevauchements impliquant le socle, tandis que la déformation dans la Chaîne des Matheux est principalement à l’origine d'une tectonique contrôlée par des niveaux de décollement peu profonds, suivie tardivement par des inversions de socle. L'histoire de déformation de la Péninsule du Sud est polyphasée et caractérisée par trois phases tectoniques majeures; 1) Compression et soulèvement durant le Maastrichtien et le Paléocène inférieur, 2) compression et soulèvement du Miocène inférieur qui affectaient principalement la partie sud‐ ouest de la Péninsule du Sud, et 3) déformation transpressive du Miocène supérieur à l’actuel. Cette dernière phase est caractérisée par une concentration progressive d'activité décrochante le long de l'EPGFZ, qui enregistre un maximum de 15 km de déplacement sénestre depuis la fin du Messinien [...]
Haiti is located on the western part of the island of Hispaniola, shared with the Dominican Republic in the east. Haiti is situated within the northern Caribbean plate boundary region where relative motion between the Caribbean and North American plates is accommodated by a complex system of fault-bounded microplates and tectonic blocks. Two seismogenic strike-slip faults related to this system are found in Haiti; the Enriquillo – Plantain Garden Fault Zone (EGPFZ) onshore southern Haiti, and the Septentrional Fault Zone (SFZ) offshore northern Haiti, with the southwest-verging, forward-propagating Haitian Fold-and-Thrust Belt situated in between them. The geology and geodynamic setting of Haiti became the focus of increased scientific interest following the January 12th 2010 Mw 7.0 Leogâne earthquake, which struck southern Haiti close to its capital Port-au-Prince. This study, which is a collaboration between Sorbonne Université, IFP Energies nouvelles (IFPEn), Université d’Etat d’Haïti (UEH), URGéo, and Bureau des Mines et de l’Energie d’Haïti (BME), is dedicated to increase our knowledge of the onshore geology of southern Haiti. There are three main objectives to this study; 1) identify the number and timing of deformation phases on the Southern Peninsula of Haiti, their regional impact, and the associated structural style of deformation and paleo-stress evolution, 2) constrain the deformation history of the southernmost onshore part of the Haitian Fold-and-Thrust Belt (the Chaîne des Matheux), the structural style of deformation and the associated paleo-stress evolution, and 3) characterize the interaction between fluids and deformation by examining the paleo-fluid circulation related to deformation in both regions. To fulfill these objectives this study integrates geological data and observations onshore Haiti from field campaigns in 2015 and 2017. Stratigraphic and structural data are combined with satellite imagery and digital elevation models to create four small-scale (~1:50.000) geological maps and associated cross sections. These are used to better understand and constraining the style of deformation in the region. Samples of host rocks and veins from fault zones and fractures are analyzed using a suite of analytical techniques, which include optical and cathodoluminescence microscopy, fluid inclusion microthermometry and Raman spectroscopy on fluid inclusions, x-ray diffraction, stable oxygen and carbon isotope geochemistry, and whole-rock geochemistry, all of which are integrated to constrain the paleofluid circulation. The results of this study indicate that 1) the Southern Peninsula evolved by basement-involved inversion, thrusting, and strike-slip, while 2) the style of deformation in the Chaîne des Matheux is predominantly thin-skinned controlled by shallow dipping decollement levels, although a component of thick-skinned basement-involved deformation is probable. The polyphase deformation history of the Southern Peninsula is characterized by three major tectonic events; 1) Deformation and uplift during the Maastrichtian and early Paleocene, 2) early Miocene compression and uplift that mainly affected the southwestern part of the Southern Peninsula, and 3) transpressive deformation from the late Miocene to recent. This last phase is characterized by a progressive focus of strike-slip activity along the EPGFZ, which accommodated a maximum of 15 km of left-lateral displacement since the late Messinian [...]
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Roche, Vincent. "Architecture et croissance des failles dans les alternances argilo-calcaires : exemples dans les alternances du Bassin du Sud-Est (France)et modélisation numérique." Paris 6, 2011. http://www.theses.fr/2011PA066571.

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Cette étude s’inscrit dans le cadre d’un programme de recherche de l’IRSN relatif au stockage géologique de déchets de moyenne et de haute activité et à vie longue, qui vise à comprendre et modéliser les phénomènes importants pour la sûreté d’une installation de stockage géologique. Un tel stockage est actuellement envisagé en Meuse/Haute-Marne dans la formation argileuse du Callovo-Oxfordien encadrée par des formations calcaires. Dans ce système, d’épaisseur plurihectométrique, des éventuelles failles affectant la couche hôte pourraient créer des drains susceptibles d’amoindrir sa capacité de confinement. Cette étude vise à caractériser l’architecture et la croissance des failles normales dans des alternances argilo-calcaires. Des analyses structurales et des profils de déplacement ont été réalisés sur des failles normales affectant différentes alternances du Bassin du Sud-Est (France) et des propriétés pétrophysiques ont été quantifiées pour chaque lithologie. Les failles étudiées -de simples plans ou des zones de failles- sont fortement influencées par la lithologie. L’analyse de ces caractéristiques complétée par des modélisations numériques a permis d’évaluer les processus responsables de la nucléation, de la restriction et de la croissance des failles.
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Cavailhes, Thibault. "Architecture et propriétés pétrophysiques des zones de faille dans une série gréso-pélitique turbiditique profondément enfouie : rôle de la déformation et des intéractions fluides-roches : exemple des grès d'Annot (France)." Thesis, Montpellier 2, 2012. http://www.theses.fr/2012MON20270.

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Les zones de failles constituent des discontinuités majeures dans la croûte supérieure. Ce mémoire s'intéresse aux failles actives à des profondeurs de 5-8 km, i.e. dans des conditions pouvant jouer un rôle important (i) sur le comportement mécanique de de la croûte, en particulier sur son potentiel sismogénique et (ii) sur la compartimentation des réservoirs géologiques profondément enfouis. Les failles étudiées sont des failles normales (rejet jusqu'à 50 mètres) affectant des alternances de bancs de grès arkosiques et de pélites dans les Grès d'Annot, une formation turbiditique d'âge priabonien-rupélien du bassin d'avant-chaine alpin. Les Grès d'Annot ont été enfouis sous les nappes de l'Embrunais-Ubaye peu de temps après leur dépôt et exhumés au Miocène moyen-supérieur. L'étude a été réalisée dans deux secteurs des Alpes de Haute-Provence, (1) le secteur de l'Estrop (chaine des Trois Evéchés, dans la partie occidentale du bassin) et (2) le secteur de Point Vert-Restefond (alentours du col de la Bonette, dans la partie orientale du bassin). La réflectance de la vitrinite dans les Grès d'Annot indique des températures maximales de 160-190°C dans le secteur (1) et de 240-260 °C dans le secteur (2) , soit des profondeurs d'enfouissement de 5-6 km et 8-10 km, respectivement, dans l'hypothèse d'un gradient géothermique moyen de 25-30°C/km. A partir des observations microstructurales, de données d'inclusions de fluides, de modélisations thermodynamiques sur chlorites syncinématiques et des indices de cristallinité de l'illite, on a établi que les failles du secteur (1) ont fonctionné à une température d'environ 200°C pour une pression de 0.6Kbar et celles du secteur (2) dans une gamme de température de 200-220°C et de pression comprise entre 0.6 et 1.1 Kba. L'activité de la faille de Point-Vert a été datée par la méthode 40Ar/39Ar au Miocène inférieur (21 Ma). Ces failles sont interprétées comme associées aux premiers stades du soulèvement résultant de l'activité des chevauchements dans le socle sous-jacent. Deux types principaux de roches de failles caractérisent les failles étudiées. Les brèches dilatantes sont majoritaires dans les zones de failles du secteur (1) alors que les arkoses foliées sont majoritaires dans les zones de failles du secteur (2). Les brèches dilatantes témoignent de mécanismes de déformation dominés par la fracturation transgranulaire et la pression-solution des silicates. Ce dernier mécanisme se manifeste principalement par d'abondantes précipitations cycliques de quartz, les stylolites restant peu développés. Les géométries structurales sont associées à l'activation de plans T de Riedel déterminant l'ouvertures de relais extensifs et un régime localement dilatant. Nous associons ce type de roche de faille à une faible pression effective au cours de la déformation. La déformation cisaillante exprimée dans les arkoses foliées témoigne de mécanismes de déformation dominés par (i) la fracturation intragranulaire et transgranulaire, (ii) la pression-solution/précipitation des silicates, principalement le quartz, (iii) la néoformation de micas blancs liée à l'altération des feldspaths et (iv) la précipitation de chlorite. Ce travail montre également que les transformations minéralogiques liées aux interactions fluide-roche dans la zone de faille (forte augmentation de la proportion des phyllosilicates au dépend des feldspaths) changent radicalement la composition minéralogique de la roche. Nous associons ce type de roche de faille à une forte pression effective au cours de la déformation. La pétrophysique montrent que les brèches de failles (secteur 1) ont une perméabilité isotrope et équivalente à celle du protolithe (10-3mD sous 2 MPa de confinement) tandis que les roches foliées (secteur 2) montrent une augmentation de perméabilité (10-2mD) selon l'axe Y de la déformation, d'un ordre de grandeur supérieure aux perméabilités suivant les axes X et Z et dans la roche hôte (10-3mD)
Architecture and petrophysical properties of fault zones affecting a deeply buried silico clastic arkosic succession : Role of deformation mechanisms and fluid-rock interactions.Example of the Grès d'Annot (external Alps)
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Backert, Nicolas. "Interaction tectonique-sédimentation dans le rift de Corinthe, Grèce. Architecture stratigraphique et sédimentologie du Gilbert-delta de Kerinitis." Phd thesis, Institut National Polytechnique de Lorraine - INPL, 2009. http://tel.archives-ouvertes.fr/tel-00457060.

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La stratigraphie synrift du bloc de faille est divisée en trois groupes stratigraphiques, représentant une épaisseur de 1624 m. Le Groupe inférieur est composé de sédiments fluvio-lacustres, le Groupe moyen comporte les Gilbert-deltas géants et leurs faciès fins associés, le Groupe supérieur est formé de Gilbert-deltas récents à actuels ainsi que de formations superficielles. La discordance basale de l'Unité du prérift présente une paléotopographie. La phase d'extension précoce (Groupe inférieur) est caractérisée par une très faible subsidence assurée par l'activité précoce de la faille de Pirgaki et des failles mineures. La transition avec la phase d'extension principale (Groupe moyen) est marquée par un approfondissement du bassin ainsi que par une augmentation du taux de subsidence. La phase d'abandon et de soulèvement du bloc (Groupe supérieur) est caractérisée par des évènements de creusement-comblement. Le Gilbert-delta géant de Kerinitis se serait déposé dans la période Pléistocène inférieur-Pléistocène moyen, en milieu marin. L'étude de la sédimentologie de faciès a permis de mettre en évidence quatre associations de faciès : topset, foreset, bottomset, prodelta. L'architecture stratigraphique est composée de onze Unités Stratigraphiques (SU) séparées par onze Surfaces Stratigraphiques (KSS). Dans un contexte de création continue d'espace d'accommodation, les SU se déposent pendant les maxima et les périodes de chute du niveau marin. Les KSS se mettent en place pendant des périodes d'augmentation du niveau marin. Les quatres étapes de construction du Gilbert-delta de Kerinitis ont enregistré le début, le maximum et l'arrêt de l'activité du système de failles.
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Georgiadis, Ioannis. "Self-organising distributed component software architectures." Thesis, Imperial College London, 2001. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.396255.

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Calis, Gokhan, and Gokhan Calis. "Coding and Maintenance Strategies for Cloud Storage: Correlated Failures, Mobility and Architecture Awareness." Diss., The University of Arizona, 2017. http://hdl.handle.net/10150/625607.

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As a result of evergrowing data and recent interest in storing and analyzing it, distributed storage systems (DSS), which is also known as cloud storage, have become one of the most important research areas in the literature. Not only such networks are being used as backbone systems for companies like Google, Microsoft and Facebook but also they have accelerated the growth of cloud computing, which is an essential business line for institutions such as IBM, Amazon and Salesforce. In this dissertation, the focus is on the storage side of cloud in order to address the important questions in designing such systems. First, coding theoretic approach is taken to handle correlated failures of multiple storage nodes. In particular, this dissertation studies distributed storage systems that can provide resilience against correlated failure patterns that affect the availability of multiple storage nodes, i.e., power loss that may affect multiple disks. Maximum file size that can be stored in such DSS is studied and then optimal code constructions are provided. This dissertation also studies cloud storage systems that prevent data loss from mixed failure patterns of disks and sectors in disk drives. Specifically, a general code construction is proposed to overcome such failures for any given parameter set. Due to its large field size requirement of proposed construction, a relaxation on the efficiency of storage system is considered to provide codes with smaller field sizes. Maintenance of cloud storage systems is also studied. To that end, this dissertation first studies the maintenance of DSS that include a backup node, which is called hierarchical DSS. Hierarchical DSS can model cellular networks such as femtocell as well as caching in wireless networks. In particular, we present an upper bound on the file size that can be stored over hierarchical DSS and propose optimal code constructions. Then, maintenance cost and data access cost for users of such DSS are studied. Lastly, mobility effects of cloud storage over wireless devices are studied. Specifically, an analysis on the mobile cloud storage system that initiates the maintenance process after certain number of devices remains in the network is performed and different maintenance strategies are proposed that are optimal with respect to average cost in certain mobility regimes.
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Chen, Zheng. "Recording process documentation in the presence of failures in service oriented architectures." Thesis, University of Southampton, 2009. https://eprints.soton.ac.uk/71951/.

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Scientific and engineering communities (e.g., chemistry, bioinformatics and engineering manufacturing) have presented unprecedented requirements for knowing the provenance of their data products, i.e., where they originated from, how they were produced and what has happened to them since creation. Without such important knowledge, scientists and engineers cannot reproduce, analyse or validate experiments and processes. Previous work has conceived a computer-based representation of a past process for determining provenance, termed process documentation. However, current provenance systems do not adequately address the problem of reliably recording process documentation in large scale environments like Service Oriented Architectures. For example, a service may not be available and network connection may be broken. In this context, reliably recording process documentation becomes challenging, given that the documentation produced in a process can be spread over multiple provenance repositories across the world. The presence of failures (specifically, the crash of provenance repositories and communication failures) may prevent process documentation from being recorded, losing the evidence that a process occurred. This would have disastrous consequences and hence is not acceptable in the domains that rely on process documentation to determine the provenance of their data products. In this thesis, we systematically analyse all situations that may occur during capturing process documentation in the event of assumed failures. We then present a novel coordinator-based protocol that is formally proved to record complete process documentation. In addition, we use graphs to intuitively represent the topology of process documentation recorded in multiple interlinked provenance repositories, which helps us to investigate the entire retrievability of distributed process documentation. Finally, we evaluate a system architecture that employs the protocol and supports practical issues such as communication, storage and performance. The results show that the system can record complete and retrievable process documentation while maintaining acceptable performance.
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Belapurkar, Rohit K. "Stability and Performance of Propulsion Control Systems with Distributed Control Architectures and Failures." The Ohio State University, 2013. http://rave.ohiolink.edu/etdc/view?acc_num=osu1357309068.

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Bestani, Lucie. "Géométrie et cinématique de l’avant-pays provençal : modélisation par coupes équilibrées dans une zone à tectonique polyphasée." Thesis, Aix-Marseille, 2015. http://www.theses.fr/2015AIXM4313.

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L’architecture structurale et l’évolution du bassin d’avant-pays Pyrénéo-Alpin de Provence sont contrôlées par des failles profondes héritées du rifting de Gondwana au cours du Permo-Trias, par des variations d’épaisseur de la pile sédimentaire mésozoïque et par l'alternance d’évènements tectoniques compressifs et extensifs qui ont affecté la zone depuis la fin du Paléozoïque. La construction de deux coupes équilibrées d’échelle régionale (~150 km) montre que le style tectonique de l’avant-pays provençal est dominé par une tectonique de socle en Provence orientale et par une tectonique de couverture en Provence occidentale, associé avec du diapirisme dans les deux domaines. Les deux domaines sont couplés à l’échelle crustale et séparés par une zone d'accommodation dans la couverture: la Faille de la Moyenne Durance, dont la partie profonde est héritée du Paléozoïque. La structure actuelle de l’avant-pays Pyrénéo-Alpin de Provence correspond essentiellement à la signature de la compression Pyrénéo-Provençale Crétacé supérieur-Eocène (>90%). La part de la déformation Alpine est minime (9%). La phase d'extension Oligocène entre ces deux périodes compressives a été quantifiée à 1.7%. Les données de traces de fission sur apatite suggèrent une exhumation régionale à ~80 Ma reliée à la compression Pyrénéenne. Les chevauchements pyrénéens principaux ont joué simultanément, comme l’indiquent l’âge et la répartition des séries sédimentaires syntectoniques
The structural architecture and evolution of the Pyrenean-Alpine foreland of Provence are controlled by deep-seated basement faults inherited from Gondwana rifting during Permo-Triassic time, by variations in the Mesozoic sedimentary pile thickness and by alternating compressive and extensive tectonic events that affected the area since the late Paleozoic. The construction of two balanced cross sections at regional scale (~150 km) shows that the structural style of the Provence foreland is dominated by thick-skinned tectonic in eastern Provence and thin-skinned tectonic in western Provence, associated with diapirism in each domain. Both domains are coupled at crustal scale and separated by an accommodation zone in the cover: the Middle Durance Fault, whose deep-seated part is inherited from the Paleozoic. The current structure of the Pyrenean-Alpine foreland of Provence mainly corresponds to the Pyrenean-Provence compression signature during Late Cretaceous to Eocene (>90%). The Alpine deformation proportion is minor (9%). The Oligocene extension phase between these two compressive periods has been quantified at 1.7%. The apatite fission track data suggests an exhumation stage around 80 Ma related to the Pyrenean compression. The main Pyrenean thrusts were synchronous, as indicated by the age and distribution of syntectonic sedimentary series
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Books on the topic "Architecture des failles"

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Falling glass: Problems and solutions in contemporary architecture. Basel: Birkhäuser-Publishers for Architecture, 2003.

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Falling glass: Problems and solutions in contemporary architecture. Boston, MA: Birkhauser-Publishers for Architecture, 2003.

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Architectural forensics. New York: McGraw-Hill, 2008.

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Kubba, Shamil A. A. Architectural Forensics. New York: McGraw-Hill, 2008.

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Haugen, Annika. Uppvärmning och bevarande av medeltida stenkyrkor: En byggnads- och klimatteknisk studie av naturstensmurverk. Oslo: Arkitekthøgskolen i Oslo, 1997.

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Introduction to natural and man-made disasters and their effects on buildings. Amsterdam: Architectural Press, 2003.

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Chuan bo yu hai yang gong cheng jie gou pi lao ke kao xing fen xi. Ha'erbin Shi: Ha'erbin gong cheng da xue chu ban she, 2010.

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McGee, E. S. Investigation of the column capital volute failure at the Jefferson Memorial, Washington, D.C. Reston, VA: U.S. Dept. of the Interior, U.S. Geological Survey, 1996.

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McGee, E. S. Investigation of the column capital volute failure at the Jefferson Memorial, Washington, D.C. Reston, Va: U.S. Geological Survey, 1996.

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Banta, John. Extreme Weather Hits Home. New York: New Society Publishers, 2009.

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Book chapters on the topic "Architecture des failles"

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Lahiji, Nadir. "In praise of the failed project." In An Architecture Manifesto, 32–54. New York : Routledge, 2019.: Routledge, 2019. http://dx.doi.org/10.4324/9781138606678-3.

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Barra, Edoarda. "Du laurier, du trépied, de l’eau et de la faille de Delphes." In Architecturer l'invisible, 137–51. Turnhout: Brepols Publishers, 2009. http://dx.doi.org/10.1484/m.behe-eb.4.00128.

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Anderson, Sean. "Failed state(s)." In The Routledge Companion to Italian Fascist Architecture, 166–78. Abingdon, Oxon ; New York : Routledge, 2020.: Routledge, 2020. http://dx.doi.org/10.4324/9780429328435-15.

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Liu, Dongshi, Bo Wang, Peng Li, Rebecca J. Stones, Trent G. Marbach, Gang Wang, Xiaoguang Liu, and Zhongwei Li. "Predicting Hard Drive Failures for Cloud Storage Systems." In Algorithms and Architectures for Parallel Processing, 373–88. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-38991-8_25.

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Kempa, Wojciech M. "Queueing Delay in a Finite-Buffer Model with Failures and Bernoulli Feedback." In Information Systems Architecture and Technology: Proceedings of 38th International Conference on Information Systems Architecture and Technology – ISAT 2017, 229–38. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-67229-8_21.

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Lala, Jaynarayan H., and Richard E. Harper. "Fault tolerance in embedded real-time systems: Importance and treatment of common mode failures." In Hardware and Software Architectures for Fault Tolerance, 263–82. Berlin, Heidelberg: Springer Berlin Heidelberg, 1994. http://dx.doi.org/10.1007/bfb0020040.

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Legat, Christoph, and Birgit Vogel-Heuser. "A Multi-Agent Architecture for Compensating Unforeseen Failures on Field Control Level." In Studies in Computational Intelligence, 195–208. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-04735-5_13.

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Jiang, Yanbing, Chentao Wu, Jie Li, and Minyi Guo. "EH-Code: An Extended MDS Code to Improve Single Write Performance of Disk Arrays for Correcting Triple Disk Failures." In Algorithms and Architectures for Parallel Processing, 34–49. Cham: Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-27119-4_3.

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Park, Chong-Won, and Young-Yearl Han. "A Practical Parity Scheme for Tolerating Triple Disk Failures in RAID Architectures." In Advances in Computing Science — ASIAN 2000, 58–68. Berlin, Heidelberg: Springer Berlin Heidelberg, 2000. http://dx.doi.org/10.1007/3-540-44464-5_6.

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Yue, Songqing, Yang Xiao, and Geoffrey G. Xie. "Experiments on an Election Algorithm for Decision Element Failures in 4D Future Internet Architecture." In Communication and Networking, 250–58. Berlin, Heidelberg: Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-642-10844-0_31.

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Conference papers on the topic "Architecture des failles"

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Kasthurirathna, Dharshana, Andy Dong, Mahendrarajah Piraveenan, and Irem Y. Tumer. "The Failure Tolerance of Mechatronic Software Systems to Random and Targeted Attacks." In ASME 2013 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/detc2013-12188.

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This paper describes a complex networks approach to study the failure tolerance of mechatronic software systems under various types of hardware and/or software failures. We produce synthetic system architectures based on evidence of modular and hierarchical modular product architectures and known motifs for the interconnection of physical components to software. The system architectures are then subject to various forms of attack. The attacks simulate failure of critical hardware or software. Four types of attack are investigated: degree centrality, betweenness centrality, closeness centrality and random attack. Failure tolerance of the system is measured by a ‘robustness coefficient’, a topological ‘size’ metric of the connectedness of the attacked network. We find that the betweenness centrality attack results in the most significant reduction in the robustness coefficient, confirming betweenness centrality, rather than the number of connections (i.e. degree), as the most conservative metric of component importance. A counter-intuitive finding is that “designed” system architectures, including a bus, ring, and star architecture, are not significantly more failure-tolerant than interconnections with no prescribed architecture, that is, a random architecture. Our research provides a data-driven approach to engineer the architecture of mechatronic software systems for failure tolerance.
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Costa, Bruno, and Paulo Pires. "Evaluating a Representational State Transfer (REST) Architecture." In XXVIII Concurso de Teses e Dissertações da SBC. Sociedade Brasileira de Computação - SBC, 2020. http://dx.doi.org/10.5753/ctd.2015.10002.

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The use of Representational State Transfer (REST) as an architectural style for integrating services and applications brings several benefits, but also poses new challenges and risks. Particularly important among those risks are failures to effectively address quality attribute requirements such as security, reliability, and performance. An architecture evaluation can identify and help mitigate those risks. In this work we present guidelines to assist architecture evaluation activities in REST-based systems. These guidelines can be systematically used in conjunction with scenario-based evaluation methods to reason about design considerations and trade-offs. This work also present the results of a survey conducted with industry specialists who have performed architecture evaluations in real world REST-based systems in order to gauge the suitability and utility of the proposed guidelines.
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Rodrigues, Laécio, Igor Gonçalves, Iure Fé, Patrícia Endo, and Francisco Airton Silva. "Modelo Estocástico para Avaliação de Disponibilidade de Hospitais Inteligentes." In Workshop em Desempenho de Sistemas Computacionais e de Comunicação. Sociedade Brasileira de Computação - SBC, 2020. http://dx.doi.org/10.5753/wperformance.2020.11113.

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Smart hospitals need local and remote servers to efficiently process and store data. However, there is a significant difficulty in assessing the availability of such systems in real contexts, because failures are not tolerated and the cost of prototyping is high. This paper adopts Stochastic Petri Nets (SPNs) to assess the availability of an smart hospital system, avoiding premature investment in real equipment. In addition, this work presents a sensitivity analysis that identifies the most critical architecture components. The proposed model has the potential to assist hospital systems administrators in planning more optimized architectures according to their needs.
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Manzano, Wallace, Valdemar Vicente Graciano Neto, and Elisa Yumi Nakagawa. "Simulation of Systems-of-Systems Dynamic Architectures." In XI Congresso Brasileiro de Software: Teoria e Prática. Sociedade Brasileira de Computação - SBC, 2020. http://dx.doi.org/10.5753/cbsoft_estendido.2020.14632.

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Systems-of-Systems (SoS) combine heterogeneous, independent systems to offer complex functionalities for highly dynamic smart applications. Due to their critical nature, SoS should be reliable and work without interruption since a failure could cause serious losses. SoS architectural design can facilitate the prediction of the impact of failures due to SoS behavior. However, existing approaches do not support such evaluation. The main contribution of this paper is to present Dynamic-SoS, an approach to predict, at design time, the SoS architectural behavior at runtime to evaluate whether the SoS can sustain their operation. Results of our multiple case studies reveal Dynamic-SoS is a promising approach that could contribute to the quality of SoS by reliably enabling prior assessment of their dynamic architecture.
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Casanova, Paulo, David Garlan, Bradley Schmerl, and Rui Abreu. "Diagnosing architectural run-time failures." In 2013 8th International Symposium on Software Engineering for Adaptive and Self-Managing Systems (SEAMS). IEEE, 2013. http://dx.doi.org/10.1109/seams.2013.6595497.

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Amirsayafi, Pouya. "Lessons from Dam Failures, and Dam Safety Emergency Management Measures in Australia." In Annual International Conference on Architecture and Civil Engineering. Global Science & Technology Forum (GSTF), 2015. http://dx.doi.org/10.5176/2301-394x_ace15.16.

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Wang, Fang, Yong Bai, and Feng Xu. "Reliability Analysis of Redundant Dynamic Positioning Control System With Human Factor Involved." In ASME 2016 35th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/omae2016-54101.

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Deepwater oil and gas explorations bring more safety and reliability problems for the dynamically positioned vessels. With the demands for the safety of vessel crew and onboard device increasing, the single control architecture of dynamic positioning (DP) system can not guarantee the long-time faultless operation for deeper waters, which calls for much more reliable control architectures, such as the Class 2 and Class 3 system, which can tolerate a single failure of system according to International Maritime Organization’s (IMO) DP classification. The reliability analysis of the main control station of DP Class 3 system is proposed from a general technical prospective. The fault transitions of the triple-redundant DP control system are modeled by Markov process. The effects of variation in component failure rates on the system reliability are investigated. Considering the DP operation involved a human-machine system, the DP operator factors are taken into account, and the human operation error failures together with technical failures are incorporated to the Markov process to predict the reliability of the DP control system.
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Huang, Xianghui, and Samuel T. McJunkin. "AC Ring Distribution: Architecture for Subsea Power Distribution." In ASME 2010 29th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2010. http://dx.doi.org/10.1115/omae2010-20599.

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Subsea power transmission and distribution is an emerging technology that may enable the oil and gas industry to produce hydrocarbon reserves in deeper and more remote offshore waters. The longer tieback subsea operations will likely require pumps and compressors driven by electric motors to be located on the sea floor to pressure boost the oil and gas to surface and/or onshore platforms. Existing HVAC and HVDC technologies are efficient means for subsea power transmission and distribution. However, they are subject to a variety of limitations, for instance, the single-point failures that would impact production uptime. Furthermore, it is challenging to implement subsea bulk power transmission and distribution by using existing architectures due to the footprint, weight and electrical insulation requirements. This paper describes a subsea power distribution architecture — AC ring. It can be used to interface a high-voltage bulk power transmission network, either AC or DC, to a subsea multi-load AC system. The new topology uses series-connected, by-passable, open-winding transformers to provide better modular design flexibility. The system is expected to be more reliable than conventional “hub and spoke” architectures and more technically feasible regarding practical subsea equipment designs.
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Yuan, Shengli. "Reliable Lightpath Routing in Optical Mesh Networks under Multiple Link Failures." In 2009 IEEE International Conference on Networking, Architecture, and Storage (NAS). IEEE, 2009. http://dx.doi.org/10.1109/nas.2009.23.

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Gefflaut, A., C. Morin, and M. Banâtre. "Tolerating node failures in cache only memory architectures." In the 1994 ACM/IEEE conference. New York, New York, USA: ACM Press, 1994. http://dx.doi.org/10.1145/602770.602837.

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Reports on the topic "Architecture des failles"

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Suttie, Richard, and Nicholas Potter. The Failures and Promises of an Operational Service-Oriented Architecture: The ROI of Operational Effectiveness in Addition to Acquisition Efficiency at the Navy's Op Level of War. Fort Belvoir, VA: Defense Technical Information Center, April 2011. http://dx.doi.org/10.21236/ada543986.

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