Η παρούσα διατριβή έχει ως θέμα την σεισμική αποτίμηση υφισταμένου τριώροφου δομήματος οπλισμένου σκυροδέματος. Συγκεκριμένα γίνεται έλεγχος των μέτρων επέμβασης για το κτήριο αιθουσών διδασκαλίας του ΤΕΛ Ναυπάκτου. Για τον σκοπό αυτό χρησιμοποιούνται μη-γραμμικές αναλύσεις (στατικές και δυναμικές) με βάση τις αρχές των κανονιστικών κειμένων ΚΑΝ.ΕΠΕ και EC8 για την αποτίμηση και τον ανασχεδιασμό κατασκευών. Στο πρώτο κεφάλαιο γίνεται τεκμηρίωση του υφιστάμενου δομήματος. Δίνονται στοιχεία για την θέση, την γεωμετρία, τις κατασκευαστικές μεθόδους που εφαρμόστηκαν. Δίνονται τα αποτελέσματα των οπτικών και των ενόργανων ελέγχων και προσδιορίζεται η γεωμετρία του φορέα. Στο δεύτερο κεφάλαιο δίνονται οι παραδοχές και οι αρχές με βάση τις οποίες έγινε η εξιδανίκευση του φορέα για την πραγματοποίηση των μη γραμμικών στατικών αναλύσεων. Για τις αναλύσεις χρησιμοποιείται το πακέτο λογισμικού ANSRuop που έχει αναπτυχθεί στο Εργαστήριο Κατασκευών του Τμήματος. Το μοντέλο μονότονης και ανακυκλιζόμενης φόρτισης που χρησιμοποιείται είναι το γνωστό προσομοίωμα Τakeda με εννέα κανόνες υστέρησης. Προσδιορίζονται οι παραδοχές για τον υπολογισμό των διαθέσιμων αντιστάσεων σε όρους παραμορφώσεων και δυνάμεων που υιοθετούνται από τον ΚΑΝΕΠΕ και τον EC8 καθώς και τα κριτήρια που αποδέχεται το κάθε κείμενο για την επιθυμητή στάθμη αποτίμησης και ανασχεδιασμού του φορέα. Ακόμα γίνεται αναφορά στο μοντέλο προσομοίωσης του λικνισμού των θεμελίων για θεώρηση διαφόρων εδαφών. Εν συνεχεία στο τρίτο Κεφάλαιο γίνεται αναφορά στους στόχους σχεδιασμού που θέτει ο κάθε κανονισμός και στις στάθμες επιτελεστικότητας για τον κάθε κανονισμό. Γίνεται παρουσίαση των τεχνητών σεισμικών καταγραφών που λήφθηκαν υπόψη για την πραγματοποίηση των μη γραμμικών δυναμικών αναλύσεων. Οι καταγραφές είναι κανονικοποιημένες πάνω στο φάσμα του EC8 για τύπο εδάφους C που διαφέρει από το φάσμα σχεδιασμού κατά ΕΑΚ για την στάθμη επιτελεστικότητας «Προστασία ζωής και περιουσίας των ενοίκων » μόνο κατά τον εδαφικό συντελεστή S. Ακόμα δίνεται η μεθοδολογία που υιοθετήθηκε για την εκτίμηση της ικανότητας του κτηρίου έναντι των απαιτήσεων που θέτει ο κανονισμός και προτείνεται εναλλακτικά και από τα δύο κείμενα. Στα κεφάλαια 4 και 5 παρουσιάζονται τα αποτελέσματα των μη-γραμμικών αναλύσεων. Συνολικά πραγματοποιήθηκαν 56 μη-γραμμικές στατικές αναλύσεις και 84 μη-γραμμικές δυναμικές. Για τις μη-γραμμικές στατικές αναλύσεις παρουσιάζονται οι καταγραφές τέμνουσας βάσης μετατόπισης κορυφής ενώ τα αποτελέσματα των μη-γραμμικών δυναμικών αναλύσεων δίνονται με την μορφή των μέσων όρων των δεικτών βλάβης. Τέλος στο 6ο κεφάλαιο γίνεται προσπάθεια ερμηνείας των αποτελεσμάτων για τις αναλύσεις πρίν και μετά την δομητική επέμβαση. / The present project deals with a seismic assessment analysis of an existing reinforced concrete building. A fully performance-based procedure is adopted based on the principals of the draft Greek Retrofitting Code and the draft part 3 of the Eurocode 8 : Assessment and retrofitting of Buildings. The method is subjected on an existing building, which has been constructed, during early 70’ s, prior to the principals of the modern codes for earthquake resistant design. The building is located in the area of Nafpaktos. In the first chapter a summary of the characteristics of the existing building is given. Special data concerning the site, the geometry and the construction methods at the time in which the building was constructed. The results of the damage investigation according to the visual and the instrumental inspection are also given. The basic principals according to which the modelling and the non-linear analysis procedures took place is given in the 2nd chapter. For the analysis procedures the program ANSR University of Patras is used which has been developed in the Structural Laboratory of The Civil Engineering Department of the University of Patras. One-component, point-hinge macromodels are used for the RC members, to relate the end-moment to the chord rotation at member ends within each plane of bending. The M-θ relation in monotonic loading is taken bilinear, with a post-yield hardening ratio p computed assuming antisymmetric bending and using empirical expressions according to the Greek Retrofitting Code and Part-3 of the EC8 (according to the selected limit state). The hysteresis rules supplementing the bilinear monotonic M-θ curve are of the modified-Takeda type. Also the monotonic M-θ relation which is used for the modelling of the foundation uplift is given. In the 3rd chapter the performance objectives of the assessment procedure are given according to the appropriate levels of protection for the selected limit state. The synthetic accellerograms which are used for the Nonlinear dynamic procedure are compatible to the EC8 elastic spectrum for type soil C for the limit state of Significant Damage. Moreover the methodology of the determination of the target displacement according to the Annex B of the EC8-part 1 and the draft Greek Retrofitting Code. Finally in chapters 4 and 5 the results of the nonlinear static and dynamic analysis are presented. For the nonlinear static procedures the results are given in terms of base shear vs roof displacement and in terms of Spectral acceleration vs Spectral displacement for the determination of the target displacement. The results of the NonLinear dynamic procedures are given in terms of mean values of the damage index.

Este trabalho foi feito com dados de campo da Bacia de Benguela, na costa sul de Angola. Nesta área aflora uma plataforma carbonática de idade albiana, análoga às formações produtoras de petróleo de mesma idade na Bacia de Campos. Duas unidades principais compõem a seção albiana na área: uma unidade inferior caracterizada por carbonatos de águas rasas com intercalações de conglomerados e arenitos na base, totalizando 300 m de espessura total, e uma unidade superior formada por sedimentos carbonáticos de águas mais profundas com espessura de 100 m. Esta seção se apresenta em dois domínios estruturais. O norte é caracterizado por uma plataforma de cerca de 5 km de largura, 35 km de comprimento na direção NE e que se encontra próxima ao embasamento. No domínio sul, essa plataforma se apresenta em fragmentos de menos de 10 km de comprimento por até 5 km de largura, alguns deles afastados do embasamento. Dado que há evaporitos sob essa plataforma, fez-se este trabalho com o objetivo de se avaliar a influência da tectônica salífera na estruturação das rochas albianas. A utilização de imagens de satélite de domínio público permitiu a extrapolação dos dados pontuais e a construção de perfis topográficos que possibilitaram a montagem das seções geológicas. Os dados de campo indicam que a estruturação na parte norte, onde há menos sal, é influenciada pelas estruturas locais do embasamento. Já na parte sul, onde a espessura de sal é maior, a deformação é descolada das estruturas do embasamento. Foi feita uma seção geológica em cada domínio e a restauração dessas duas seções mostrou que a unidade albiana na parte sul sofreu uma distensão de 1,25 (125%) e a de norte se distendeu em 1,05 (105%). Essa diferença foi causada por uma maior espessura original de sal na parte sul, que fez com que a cobertura albiana se distendesse mais em consequência da fluência do sal mergulho abaixo, em resposta ao basculamento da bacia em direção a offshore. A intensidade da deformação na parte sul foi tal que os blocos falhados perderam os contatos entre si, formando rafts. Este efeito foi reproduzido em modelos físicos, indicando que a variação na espessura original de sal tem grande influência na estruturação das rochas que o cobrem. As variações de espessura de sal são controladas por zonas de transferência do embasamento e estas mesmas estruturas controlam os limites dos blocos que sofrem soerguimento diferencial no Cenozoico. / The present work was done with field data from Benguela Basin, which is located in the southern coast of Angola. At this site, an albian carbonatic platform, analogous to the hydrocarbon productive formations of the same age in Campos Basin, outcrops near the coast line , in the surroundings of the city of Benguela. Two major units are recognized among this section: The lower one is characterized by shallow water carbonates with sandstones and conglomerates interlayered at its basal levels, and a total thickness of 300 m. The upper section is composed of deep waters carbonate rocks in a 100 m thick package. This section occurs in two structural domains. The northern domain forms a 5 km wide and 35 km long platform elongated in the NE direction and close to the basement to the east. The southern part is represented by less than 10 km long and up to 5 km wide fragments, some of them displaced from the basement. Considering that evaporates underlie this platform, the main objective of this work is to investigate the influence of salt tectonics on the deformation of the albian rocks. The use of satellite images of public domain allowed the extrapolation of punctual information as well as the construction of the elevation profiles, utilized for the elaboration of the geologic sections. The field data indicate that the structuration at the northern domain, where there is less salt, is influenced by the basement structures. On the other hand, at the southern region, where the evaporitic section is thicker, the deformation is detached from the basement. One geologic section was constructed for each domain and their restorations indicated that the southern part of the platform was affected by an extension of 1,25 (125%) and that the extension at the northern part was 1,05 (105%). This variation is due to a thicker salt layer under the southern part, which conducted the albian package to extend more intensively in consequence of the downdip salt flow, when the basin was tilted toward the ocean. At this region extension was so intense that the faulted blocks lost contact with each other, forming the so called rafts. This effect was simulated in sand box models which indicated that the salt thickness plays a major role in the deformation of the overburden rocks. The variations on the original salt thickness was controlled by transfer faults in the basement and these are the same structures that controlled the boundaries of the basement blocks that responded differently to the Cenozoic uplift events

Cette recherche porte sur les interactions entre la tectonique, le climat et les processus géomorphologiques de la surface de la Terre à travers l'étude des terrasses fluviales au Venezuela et l’Albanie. Ces deux domaines ont été soumis à une surrection modérée, aux variations climatiques du Quaternaire et fournissent un large registre de terrasses fluviales. Ces contextes donnent l’opportunité d’étudier la dynamique de la formation des terrasses fluviales à l'échelle de temps 102-105 ans. Ainsi, une approche morpho-chronologique a été appliquée afin de parvenir à une meilleure compréhension de cette dynamique dans les rivières du Venezuela et de l’Albanie.Dans le système des rivières Pueblo Llano et Santo Domingo situé sur le flanc sud-est des Andes de Mérida au Venezuela, douze terrasses fluviales ont été identifiées pour les derniers 200 ka. Les mesures des concentrations du 10Be réalisées sur les dépôts fluviatiles et glaciaires ont permis d'estimer l'âge d’exposition de sept terrasses et d’un complexe de moraines frontales. Un modèle dynamique de terrasses soutenues par ces datations et des données géomorphologiques, stratigraphiques et sédimentologiques, indique que la formation de terrasses est principalement contrôlée par des variations climatiques de haute fréquence (103 à 104 ans) qui induisent un déséquilibre entre capacité de transport de l'eau et apport des sédiments. Néanmoins, le type de réponse a été très lié à l'altitude du site et l'influence des glaciers en amont. En effet, dans la partie supérieure du système, la succession des phases d'aggradation et d’incision a été synchronisée avec la succession des périodes froides-sèches et chaudes-humides, tandis que la partie inférieure du système montre une tendance opposée. Basé sur la restauration temporelle du taux d'incision de la partie inférieure du système, un taux de surrection de 1.1 mm/an au cours des dernières 70 ka a été estimé pour le flanc sud-est des Andes de Mérida. En outre, l'identification et la datation d'un complexe de moraines frontales situé à l'altitude de 2300 m au dessus du niveau de la mer met en évidence le fait que l'avancée glaciaire au cours du Dernier Maximum Glaciaire, dans d'autres domaines des Andes de Mérida, pourrait également avoir atteint des élévations inférieures à celles déjà signalés entre 2900 et 3500 m au dessus du niveau de la mer.En Albanie, les six principales rivières ont été analysées. De nouvelles données géomorphologiques et géochronologiques ont été intégrées aux données publiées afin de proposer un cadre stratigraphique et chronologique homogène à l’échelle régional pour les derniers 200 ka. Sur la base de ce cadre, l’âge de la formation de onze terrasses fluviales régionales a été établi. En Albanie, les processus de formation des terrasses ont également été principalement contrôlés par des variations climatiques de haute fréquence (103 à 104 ans). Néanmoins, les résultats montrent également que la réponse géomorphologique du système fluvial était probablement modulée par la taille des bassins versants et par les variations eustatiques. En effet, pour la période précédant le MIS 2, les terrasses de remplissage et d’abrasion ont été formées respectivement dans les grands et petits bassins versants. Pour la période après le début du MIS 2, une relation complexe entre les variations climatiques et eustatiques a favorisé le développement de terrasses d’abrasion partout en Albanie. Malgré des différences entre les réponses des rivières, la succession de phases d’aggradation ou d'abrasion latérale et de phases d'incision a été synchronisée avec la succession des périodes froides-sèches et chaudes-humides dans toutes les rivières de l'Albanie. / This research addresses interactions between tectonics, climate and geomorphic processes at the surface of the Earth through the study of river terraces in Venezuela and Albania. Both areas have been exposed to moderate uplift, to Quaternary climatic variations and provide a wide record of river terraces. These contexts furnish opportunities to investigate the dynamics of terraces formation at 102-105 year time scale. Thus, a morphochronologic approach was applied in order to achieve greater understanding about this issue for the Venezuelan and Albanian rivers. In the Pueblo Llano and Santo Domingo rivers system located in the Southeastern flank of the Mérida Andes in Venezuela, twelve river terraces were identified for the last 200 ka. Analysis of 10Be concentration provides for the first time exposure ages for seven terraces and for one frontal moraine complex. A terraces model supported by these dating and geomorphologic, stratigraphic and sedimentologic data indicates that the formation of terraces was mainly controlled by high frequency (103-104 years) climatic variations through unsteady discharge of water and sediments. Nevertheless, the type of response was highly related to the altitude of the site and the influence of usptreams glaciers. As a matter of fact, in the upper reaches of the system, the succession of aggradation and incision phases were synchronized with the succession of cold-dry and warm-humid periods, while the lower reaches of the system show the opposite pattern. Based on the temporal restoration of the incision rate of the lower reaches of the system an uplift rate at 1.1 mm/a for the last 70 ka was estimated for the Southeastern flank of the MA. Additionally, the identification and dating of a frontal moraine complex located at elevation of 2300 m a.s.l. in the Pueblo Llano valley highlights the fact that the glacier advance during the Last Glacial Maximum, in other areas of the MA could have also reached lower elevation than those reported between 2900 and 3500 m a.s.l. In the Albania domain, the terrace records of the six main Albanian rivers were analyzed. New geomorphologic and geochronological data were integrated with published data in order to propose a regional homogeneous stratigraphic/chronologic framework for the last 200 ka. Based on this framework the timing of formation of eleven regional river terraces was established. In Albania, the processes of terraces formation were also mainly controlled by high frequency (103-104 years) climatic variations. Nonetheless, the results also show that the geomorphic responses of the fluvial systems were probably modulated by the size of the catchments and by eustatic variations. Indeed, for the pre-Marine Isotope Stage 2 (MIS 2) period, fill and strath terraces were formed in the large and small catchments, respectively. After the beginning of the MIS 2, a complex relation between climatic and eustatic variations only favored the development of strath terraces in large and small catchments. Despite of the differences between the rivers responses, the succession of aggradation or lateral erosion and incision phases were synchronized with the succession of cold-dry and warm-humid periods in all the rivers of Albania. Finally, the restoration of spatial and temporal variation of incision rate allowed: 1) identify the spatial variation of the mean long-term incision rate. It varies from less than 0.1 mm/a in Southern Albania to 1 mm/a in Northern Albania; 2) estimate vertical slip rates for eight active faults for the last 19 ka in Southern Albania. These vertical slip rates appear to decrease from ~2 to ~0.1 mm/a from the extensional domain in the Eastern Albania to the compressional domain in Western Albania.

Ma thèse se focalise sur l'étude des mécanismes qui ont conduit au soulèvement et à la construction du relief dans les Andes du Nord du Pérou. Dans cette région, la Cordillère Blanche forme les plus hauts sommets péruviens (> 6000 m) et constitue une anomalie à l'échelle des Andes. La morphologie de cette région des Andes est marquée par un pluton de forme atypique, allongé et à l'affleurement sur plus de 150 km. Ce pluton est bordé par une faille normale de plus de 200 km de long. La présence de cette faille normale majeure en contexte de subduction plane reste surprenante car ces zones de subduction planes semblent induire une augmentation du raccourcissement dans la plaque chevauchante. Mon travail a eu pour objectifs de caractériser les variations de l'état de contraintes régional, l'âge du soulèvement et de discuter les processus géodynamiques qui ont contribué à la formation du relief. Dans ce cadre, j'ai utilisé une approche pluridisciplinaire impliquant sur plusieurs échelles spatio-temporelles et comprenant à la fois de nouvelles données de terrain, leur analyse et leur modélisation.Mes données de microtectonique indiquent qu'il est possible de générer de l'extension au dessus d'une subduction plane à l'échelle régionale. Ces données sont en contradiction avec l'augmentation du raccourcissement classiquement attendue dans la plaque chevauchante. Mes nouvelles données de thermochronologie basse température et leur modélisation montrent une augmentation de l'exhumation induite par le soulèvement de la Cordillère Occidentale à 15 Ma. En les confrontant aux modèles précédents, je propose un soulèvement régional lié à l'aplatissement de la subduction et à la topographie dynamique associée.J'ai également étudié l'impact de l'arc Miocène sur le soulèvement à une échelle plus locale. Pour cela, j'ai compilé tous les âges de refroidissement du pluton disponibles dans la littérature. En parallèle, j'ai obtenu les premières données de profondeur de mise en place du batholite de la Cordillère Blanche. Cela m'a permis de proposer une structure du batholite en sills empilés puis basculés vers l'est. De plus, la modélisation des variations spatio-temporelle des taux d'érosion à partir des données de thermochronologie basse température indique une augmentation importante des taux d'érosion dans la Cordillère Blanche à partir de 2 Ma. L'arc Miocène ne semble donc pas contribuer significativement au soulèvement malgré sa probable contribution à l'épaississement de la lithosphère. En revanche, l'érosion glaciaire récente semble contribuer fortement à l'exhumation de la Cordillère Blanche et au basculement du batholite.Dans la dernière partie de ma thèse, pour quantifier l'importance de l'érosion dans la création du relief et le soulèvement, j'ai modélisé l'évolution du paysage de la région (FastScape). Mes modélisations numériques démontrent le rôle majeur de l'érosion et du rebond flexural associé dans la création du relief et les taux de soulèvement. Pour finir, basée sur les données de la littérature et celles apportées par mon travail de thèse, je propose un nouveau modèle pour expliquer la faille normale de la Cordillère Blanche dans son contexte régional. Ce modèle implique une faille normale d'extrado et l'érosion importante du mur de la faille. / My thesis focuses on the mechanisms that controlled the uplift and construction of the relief in the northern Peruvian Andes. In this area, the Cordillera Blanca forms the highest peaks in Peru (> 6000 m), which is a topographic anomaly across the Andes. The morphology of the Cordillera Blanca is marked by an elongated pluton, which outcrops over 150 km. In addition, this pluton is bordered by the largest normal fault from South America. The presence of this major normal fault in a flat-slab context remains surprising because flat slabs usually induce an increase of the shortening in the overriding plate. The aim of my work is to characterize the variations of the regional stress field, the age of the uplift and discuss the geodynamic processes that contributed to relief building. To address these issues, I used a multidisciplinary approach involving new field data, their analysis and modeling.My microtectonic dataset reveals regional extension above the Peruvian flat-slab. This data contradicts the expected increase of shortening in the overriding plate. Modeling my new thermochronologic data shows an increase in the exhumation rates induced by the uplift of the Cordillera Occidental since 15 Ma. I propose that the regional uplift relates to the flattening of the subduction and associated dynamic topography.To address the impact of the Miocene arc on the uplift at a more local scale, I compiled the cooling ages of the pluton available in the literature. In parallel, I obtained the first amphibole thermo-barometry data that constrains emplacement depth of the Cordillera Blanca batholith. Following these data, I propose that the batholith is structured in eastward-tilted sills. In addition, modeling of the space and time variations of erosion rates based on the inversion of thermochronologic data indicates that erosion rates significantly increased in the Cordillera Blanca since 2 Ma. The Miocene arc seems to insignificantly contribute to the local uplift despite its contribution to the thickening of the lithosphere. Thus, I suggest that the recent glacial erosion contributes to the exhumation of the Cordillera Blanca and subsequent tilting of the batholith.Then, I modeled the landscape evolution for the Cordillera Blanca region to quantify the contribution of erosion in the relief building and the uplift. My numerical models (FastScape) evidence the importance of erosion and associated flexural rebound in fostering relief building and the uplift rates.Finally, based on all available data, I propose a new regional model to explain the Cordillera Blanca normal fault. This model implies an extrado normal fault and erosion of the footwall.

Este trabalho foi feito com dados de campo da Bacia de Benguela, na costa sul de Angola. Nesta área aflora uma plataforma carbonática de idade albiana, análoga às formações produtoras de petróleo de mesma idade na Bacia de Campos. Duas unidades principais compõem a seção albiana na área: uma unidade inferior caracterizada por carbonatos de águas rasas com intercalações de conglomerados e arenitos na base, totalizando 300 m de espessura total, e uma unidade superior formada por sedimentos carbonáticos de águas mais profundas com espessura de 100 m. Esta seção se apresenta em dois domínios estruturais. O norte é caracterizado por uma plataforma de cerca de 5 km de largura, 35 km de comprimento na direção NE e que se encontra próxima ao embasamento. No domínio sul, essa plataforma se apresenta em fragmentos de menos de 10 km de comprimento por até 5 km de largura, alguns deles afastados do embasamento. Dado que há evaporitos sob essa plataforma, fez-se este trabalho com o objetivo de se avaliar a influência da tectônica salífera na estruturação das rochas albianas. A utilização de imagens de satélite de domínio público permitiu a extrapolação dos dados pontuais e a construção de perfis topográficos que possibilitaram a montagem das seções geológicas. Os dados de campo indicam que a estruturação na parte norte, onde há menos sal, é influenciada pelas estruturas locais do embasamento. Já na parte sul, onde a espessura de sal é maior, a deformação é descolada das estruturas do embasamento. Foi feita uma seção geológica em cada domínio e a restauração dessas duas seções mostrou que a unidade albiana na parte sul sofreu uma distensão de 1,25 (125%) e a de norte se distendeu em 1,05 (105%). Essa diferença foi causada por uma maior espessura original de sal na parte sul, que fez com que a cobertura albiana se distendesse mais em consequência da fluência do sal mergulho abaixo, em resposta ao basculamento da bacia em direção a offshore. A intensidade da deformação na parte sul foi tal que os blocos falhados perderam os contatos entre si, formando rafts. Este efeito foi reproduzido em modelos físicos, indicando que a variação na espessura original de sal tem grande influência na estruturação das rochas que o cobrem. As variações de espessura de sal são controladas por zonas de transferência do embasamento e estas mesmas estruturas controlam os limites dos blocos que sofrem soerguimento diferencial no Cenozoico. / The present work was done with field data from Benguela Basin, which is located in the southern coast of Angola. At this site, an albian carbonatic platform, analogous to the hydrocarbon productive formations of the same age in Campos Basin, outcrops near the coast line , in the surroundings of the city of Benguela. Two major units are recognized among this section: The lower one is characterized by shallow water carbonates with sandstones and conglomerates interlayered at its basal levels, and a total thickness of 300 m. The upper section is composed of deep waters carbonate rocks in a 100 m thick package. This section occurs in two structural domains. The northern domain forms a 5 km wide and 35 km long platform elongated in the NE direction and close to the basement to the east. The southern part is represented by less than 10 km long and up to 5 km wide fragments, some of them displaced from the basement. Considering that evaporates underlie this platform, the main objective of this work is to investigate the influence of salt tectonics on the deformation of the albian rocks. The use of satellite images of public domain allowed the extrapolation of punctual information as well as the construction of the elevation profiles, utilized for the elaboration of the geologic sections. The field data indicate that the structuration at the northern domain, where there is less salt, is influenced by the basement structures. On the other hand, at the southern region, where the evaporitic section is thicker, the deformation is detached from the basement. One geologic section was constructed for each domain and their restorations indicated that the southern part of the platform was affected by an extension of 1,25 (125%) and that the extension at the northern part was 1,05 (105%). This variation is due to a thicker salt layer under the southern part, which conducted the albian package to extend more intensively in consequence of the downdip salt flow, when the basin was tilted toward the ocean. At this region extension was so intense that the faulted blocks lost contact with each other, forming the so called rafts. This effect was simulated in sand box models which indicated that the salt thickness plays a major role in the deformation of the overburden rocks. The variations on the original salt thickness was controlled by transfer faults in the basement and these are the same structures that controlled the boundaries of the basement blocks that responded differently to the Cenozoic uplift events

Semi-natural grasslands with traditional management are known to be very species-rich, with many plant species strongly associated with the habitat. The last century’s decline of semi-natural grasslands, as a result of land use change and abandonment, has made the remaining semi-natural grassland a high concern for conservation. Since management can be costly and the available resources often are limited, it is important to use the most beneficial management method for preserving and enhancing the biodiversity. One semi-natural grassland type of certain interest around the Baltic region are coastal grasslands. In this study, I investigated vascular plant species occurrence in ten managed coastal grasslands located in the Stockholm archipelago. The effect of recent land-uplift and future sea level rise on the ten coastal grasslands were analyzed as well. A major part of all ten grasslands had been subjected to the process of isostatic land-uplift the past 100 years. Five of the grasslands were currently managed by grazing and the other five were managed by traditional mowing. There was no significant difference in alpha and gamma diversity between the two management types. Though, higher biodiversity values, such as more different species found in total, higher amount of species typically linked to meadows and pastures, less succession species and more red-listed species, were found in the traditionally mowed grasslands. Furthermore, a sea level rise with 40 cm the next 100 years in the region would lead to loss of plant species diversity in the investigated coastal grasslands. One major concern is the limited areas upwards on the coastal grasslands for species to migrate to in the future, which is expected to primarily affect species associated with meadows and pastures. The study highlights the importance of open and managed grassland areas further up the coastal grasslands for local species to migrate to, if the sea level would rise as predicted by future climate scenarios. Albeit weak the results of this study indicate that traditional mowing generates higher biodiversity values compared to grazing, hence it should be the preferred management method in coastal grasslands in the Stockholm archipelago.

Scandinavian Airlines has a large database containing their Eurobonus members. In order to analyze which customers they should target with direct marketing, such as emails, uplift models have been used. With a binary response variable that indicates whether the customer has bought or not, and a binary dummy variable that indicates if the customer has received the campaign or not conclusions can be drawn about which customers are persuadable. That means that the customers that buy when they receive a campaign and not if they don't are spotted. Analysis have been done with one campaign for Sweden and Scandinavia. The methods that have been used are logistic regression with Lasso and logistic regression with Penalized Net Information Value. The best method for predicting purchases is Lasso regression when comparing with a confusion matrix. The variable that best describes persuadable customers in logistic regression with PNIV is Flown (customers that have own with SAS within the last six months). In Lassoregression the variable that describes a persuadable customer in Sweden is membership level1 (the rst level of membership) and in Scandinavia customers that receive campaigns with delivery code 13 are persuadable, which is a form of dispatch.

Widespread damage to roofing materials (such as tiles and shingles) for low-rise buildings, even for weaker hurricanes, has raised concerns regarding design load provisions and construction practices. Currently the building codes used for designing low-rise building roofs are mainly based on testing results from building models which generally do not simulate the architectural features of roofing materials that may significantly influence the wind-induced pressures. Full-scale experimentation was conducted under high winds to investigate the effects of architectural details of high profile roof tiles and asphalt shingles on net pressures that are often responsible for damage to these roofing materials. Effects on the vulnerability of roofing materials were also studied. Different roof models with bare, tiled, and shingled roof decks were tested. Pressures acting on both top and bottom surfaces of the roofing materials were measured to understand their effects on the net uplift loading. The area-averaged peak pressure coefficients obtained from bare, tiled, and shingled roof decks were compared. In addition, a set of wind tunnel tests on a tiled roof deck model were conducted to verify the effects of tiles’ cavity internal pressure. Both the full-scale and the wind tunnel test results showed that underside pressure of a roof tile could either aggravate or alleviate wind uplift on the tile based on its orientation on the roof with respect to the wind angle of attack. For shingles, the underside pressure could aggravate wind uplift if the shingle is located near the center of the roof deck. Bare deck modeling to estimate design wind uplift on shingled decks may be acceptable for most locations but not for field locations; it could underestimate the uplift on shingles by 30-60%. In addition, some initial quantification of the effects of roofing materials on wind uplift was performed by studying the wind uplift load ratio for tiled versus bare deck and shingled versus bare deck. Vulnerability curves, with and without considering the effects of tiles’ cavity internal pressure, showed significant differences. Aerodynamic load provisions for low-rise buildings’ roofs and their vulnerability can thus be more accurately evaluated by considering the effects of the roofing materials.

The aim of this thesis is going to concentrate on the issues associated with the technology of mechanically anchored coating waterproofing of roofs. Today the mechanical anchoring belongs to the most widespread way of how to stabilize the layers of roofing material against the effects of wind uplift particularly in indoor buildings. However some malfunctions occur more and more frequently which cause leaking into the constructions or even the destruction of the whole roof in the worse cases. The practical part of this thesis is going to concentrate on the fasterners which belong to the most important elements of the mechanical anchored system. The aim of the experimental measurement is to draw a comparison of the quality of fasteners which are distributed on the Czech market. Thereafter the obtained figures are going to be compared with the theoretical calculating procedures according to the valid designed standards.

The master’s thesis designs and checks the reinforced concrete tanks of sewage plant. Part of this thesis are also drawings. Tanks are designed as a watertight underground structure with aspect on standards and watertight function. Foundation slab and concrete walls were designed according to ultimate and serviceability limit states. The thesis includes design of reinforcement according to non-force effects in early stage. The structure is checked also to loss of equilibrium of a structure due to uplift by vertical actions from water pressure.