SEISMIC STRENGTHENING OF A MID-RISE REINFORCED CONCRETE FRAME USING CFRPs: AN APPLICATION FROM REAL LIFE Tan, Mustafa T&uuml / mer M.S., Department Of Civil Engineering Supervisor: Prof. Dr. G&uuml / ney &Ouml / zcebe Co-Supervisor: Assoc. Prof. Dr. BariS Binici May 2009, 162 pages FRP retrofitting allows the utilization of brick infill walls as lateral load resisting elements. This practical retrofit scheme is a strong alternative to strengthen low to mid-rise deficient reinforced concrete (RC) structures in Turkey. The advantages of the FRP applications, to name a few, are the speed of construction and elimination of the need for building evacuation during construction. In this retrofit scheme, infill walls are adopted to the existing frame system by using FRP tension ties anchored the boundary frame using FRP dowels. Results of experiments have previously shown that FRP strengthened infill walls can enhance lateral load carrying capacity and reduce damage by limiting interstory drift deformations. In previous, analytical studies, a detailed mathematical model and a simplified version of the model for compression struts and tension ties was proposed and verified by comparing model estimations with test results. In this study, an existing 9-storey deficient RC building located in Antakya was chosen to design and apply a hybrid strengthening scheme with FRPs and reduced number of shear walls. Linear elastic analysis procedure was utilized (force based assessment technique) along with the rules of Mode Superposition Method for the reftrofit design. FRP retrofit scheme was employed using the simplified model and design was conducted such that life safety performance criterion is satisfied employing elastic spectrum with 10% probability of exceedance in 50 years according to the Turkish Earthquake Code 2007. Further analytical studies are performed by using Modal Pushover and Nonlinear Time-History Analyses. At the end of these nonlinear analyses, performance check is performed according to Turkish Earthquake Code 2007, using the strains resulting from the sum of yield and plastic rotations at demand in the critical sections. CFRP retrofitting works started at October 2008 and finished at December 2008 for the building mentioned in this study. Eccentric reinforced concrete shearwall installation is still being undertaken. All construction business is carried out without evacuation of the building occupants. This project is one of the first examples of its kind in Turkey. Keywords: CFRP, Carbon Fiber Reinforced Polymers, Masonry Infill Walls, Reinforced Concrete Infill Walls, Mid-Rise Deficient Structures, Turkish Earthquake Code 2007, Modal Pushover Analysis, Nonlinear Time History Analysis, Linear Elastic Building Assessment

Due to the emergence of new materials and advanced engineering technology, slender footbridges are increasingly becoming popular to satisfy the modern transportation needs and the aesthetical requirements of society. These structures however are always &quotlively" with low stiffness, low mass, low damping and low natural frequencies. As a consequence, they are prone to vibration induced by human activities and can suffer severe vibration serviceability problems, particularly in the lateral direction. This phenomenon has been evidenced by the excessive lateral vibration of many footbridges worldwide such as the Millennium Bridge in London and the T-Bridge in Japan. Unfortunately, present bridge design codes worldwide do not provide sufficient guidelines and information to address such vibrations problems and to ensure safety and serviceability due to the lack of knowledge on the dynamic performance of such slender vibration sensitive bridge structures. A conceptual study has been carried out to comprehensively investigate the dynamic characteristics of slender suspension footbridges under human-induced dynamic loads and a footbridge model in full size with pre-tensioned reverse profiled cables in the vertical and horizontal planes has been proposed for this purpose. A similar physical suspension bridge model was designed and constructed in the laboratory, and experimental testings have been carried out to calibrate the computer simulations. The synchronous excitation induced by walking has been modelled as crowd walking dynamic loads which consist of dynamic vertical force, dynamic lateral force and static vertical force. The dynamic behaviour under synchronous excitation is simulated by resonant vibration at the pacing rate which coincides with a natural frequency of the footbridge structure. Two structural analysis software packages, Microstran and SAP2000 have been employed in the extensive numerical analysis. Research results show that the structural stiffness and vibration properties of suspension footbridges with pre-tensioned reverse profiled cables can be adjusted by choosing different structural parameters such as cable sag, cable section and pretensions in the reverse profiled cables. Slender suspension footbridges always have four main kinds of vibration modes: lateral, torsional, vertical and longitudinal modes. The lateral and torsional modes are often combined together and become two kinds of coupled modes: coupled lateral-torsional modes and coupled torsionallateral modes. Such kind of slender footbridges also have different dynamic performance in the lateral and vertical directions, and damping has only a small effect on the lateral vibration but significant effect on the vertical one. The fundamental coupled lateral-torsional mode and vertical mode are easily excited when crowd walking dynamic loads are distributed on full bridge deck. When the crowd walking dynamic loads are distributed eccentrically on half width of the deck, the fundamental coupled torsional-lateral mode can be excited and large lateral deflection can be induced. Higher order vertical modes and coupled lateral-torsional modes can also be excited by groups of walking pedestrians under certain conditions. It is found that the coupling coefficient introduced in this thesis to describe the coupling of a coupled mode, is an important factor which has significant effect on the lateral dynamic performance of slender suspension footbridges. The coupling coefficient, however, is influenced by many structural parameters such as cable configuration, cable section, cable sag, bridge span and pre-tensions, etc. In general, a large dynamic amplification factor is expected when the fundamental mode of a footbridge structure is the coupled lateral-torsional mode with a small coupling coefficient. The research findings of this thesis are useful in understanding the complex dynamic behaviour of slender and vibration sensitive suspension footbridges under humaninduced dynamic loads. They are also helpful in developing design guidance and techniques to improve the dynamic performance of such slender vibration sensitive footbridges and similar structures and hence to ensure their safety and serviceability.

Nuestro trabajo de investigación trata de evidenciar que todavía en nuestro país falta implementar tecnologías de protección sísmica, a pesar de que tenemos un silencio sísmico prolongado, hay autoridades que no han tomado las medidas preventivas para mitigar daños y pérdidas humanas. Por ello, ponemos énfasis en desarrollar opciones de construcción con acero para edificaciones de viviendas, oficinas, instituciones, etc., cabe resaltar que este sistema a diferencia del concreto nos proporciona mejores tiempos de construcción y en un eventual desastre, podría ser de mucha ventaja para una reconstrucción. Asimismo, analizamos la construcción con disipadores viscosos, que es un sistema que se está utilizando en nuestro país, pero todavía de manera muy incipiente, pero que evitarían el daño estructural y no estructural de las edificaciones, con lo cual se puede tener la continuidad del servicio, y evitar pérdida de vidas dentro de un sismo de gran magnitud. Consecuentemente, la investigación está dividida en 6 capítulos. En el primero, se presenta la descripción de nuestro proyecto de investigación. En el segundo, mediante el apoyo de bibliografía y artículos de investigación se explica los conceptos más importantes de disipadores viscosos y estructuras de acero compuestas. En el tercero, se detalla la estructuración y pre-dimensionamiento de nuestras edificaciones a analizar. En el cuarto, se desarrolla el análisis sísmico dinámico espectral y Tiempo Historia, y se pre dimensionan los disipadores viscosos. En el capítulo cinco se analiza el comportamiento de los disipadores viscosos con respecto a la deriva objetivo y se verifica si alcanza el amortiguamiento calculado. Finalmente, en el sexto capítulo, con los resultados anteriores se seleccionan los disipadores de acuerdo al catálogo del proveedor y se confirma el objetivo principal de la tesis. / Our research work tries to show that seismic protection technologies still need to be implemented in our country, although we have a prolonged seismic silence, there are authorities that have not taken preventive measures to mitigate damages and human losses. Therefore, we place emphasis on developing steel fabrication options for residential buildings, offices, institutions, etc., it should be noted that this system, unlike concrete, provides us with better construction times and in a possible disaster, it could be of great advantage for a reconstruction, we also designed with viscous heatsinks, which is a system that is being used in our country, but still very incipient. With them, structural and non-structural damage to buildings could be avoided, thereby ensuring continuity of service, and avoiding loss of life in a major earthquake. Consequently, the research is divided into 6 chapters. In the first, the description of our research project is presented. In the second, through the support of bibliography and research articles, the most important concepts of viscous dissipators and composite steel structures are explained. In the third, the structuring and pre-dimensioning of our buildings to be analyzed is detailed. In the fourth, the spectral dynamic seismic analysis and Time History are developed, and the viscous dissipators are pre-dimensioned. In chapter five the behavior of viscous dissipator with respect to the target drift is analyzed and it is verified if it reaches the calculated damping. Finally, in the sixth chapter, with the previous results, the dissipators are selected according to the supplier's catalog and the main objective of the thesis is confirmed. / Tesis

Este artículo consiste en analizar una nueva alternativa de control antisísmico de alta tecnología para la construcción de hospitales en el Perú, que en su normativa exige el uso de aislamiento de base para edificaciones esenciales. Para ello, se opta por la evaluación estructural de una edificación construida con aisladores sísmicos y la misma con implementación del sistema de disipación de energía SLB (Shear Link Bozzo). Los resultados analizados, para cada técnica estudiada de control antisísmico, son: derivas de entrepiso, aceleraciones de piso, balance energético y análisis de rotulas plásticas, en base a la filosofía de funcionalidad continua. / This article consists of analyzing a new high-tech anti-seismic control alternative for the construction of hospitals in Peru, which in its regulations requires the use of base insulation for essential buildings. For this, the structural evaluation of a building constructed with seismic isolators is chosen and the same with the implementation of the SLB (Shear Link Bozzo) energy dissipation system. The results analyzed for each anti-seismic control technique studied are: mezzanine drifts, floor accelerations, energy balance and analysis of plastic hinges, based on the philosophy of continuous functionality. / Trabajo de investigación

La escasez de registros sísmicos de gran magnitud considerados significativos, limita la determinación de la respuesta sísmica de una edificación de concreto armado. En este sentido, los acelerogramas artificiales representan una alternativa para definir el evento sísmico porque consideran condiciones específicas del sitio en estudio. Esta investigación analiza la respuesta sísmica de las estructuras para diversos registros sísmicos artificiales generados de espectros de diseño para distintas condiciones geotécnicas. El procedimiento de análisis empleado será el dinámico tiempo historia no lineal para obtener una mayor precisión en la respuesta sísmica. Los resultados obtenidos muestran que las derivas de entrepiso de las señales artificiales creadas con la función de intensidad de Liu se ajustan mejor a las derivas obtenidas del sismo real escalado. / The lack of large seismic records in some world regions limits the determination of the seismic response of a building. For that reason, artificial accelerograms represent an alternative to define the seismic event because they consider specific conditions of study site. This research analyses the structures seismic response for various artificial seismic records generated from design spectra and different geotechnical conditions. Dynamic nonlinear time history analysing was used to obtain greater precision in the seismic response. The results obtained show that the mezzanine drifts of the artificial signals created with the Liu intensity function better fit the drifts obtained from the scaled real earthquake. / Tesis

A large amount of low-rise unreinforced masonry structures (URM) can be found in Groningen, the Netherlands. More and more induced earthquakes with short duration have been detected in this region due to gas exploitation. Local unreinforced masonry (URM) buildings were initially not designed for withstanding seismic actions, so that unexpected damage may occur due to their vulnerability, raising insecurity among residents. Existing low-rise masonry buildings in Groningen can be divided into different categories based on their characteristics. Two types of residential masonry buildings that fulfil the prerequisites for performing non-linear seismic assessment are chosen to be studied in this thesis project, including the terraced house and the detached house. The seismic assessment of structures requires the use of both a discretization method and a seismic assessment method. The discretization method is used to translate the mechanical model into a finite element model used for the numerical analysis. Several methods have previously shown to be applicable for seismic assessment, but this work investigates the implications of using a continuum model (CM) and an equivalent frame model (EFM) approach to discretization in the general-purpose finite element package described in n DIANA-FEA-BV (2017). The continuum model approach adopted was in a previous work by Schreppers et al. (2017) validated against experimental results and is as such deemed representative of the physical behaviour of the mechanical models investigated. An equivalent frame model approach to be used with DIANA is proposed in the work by Nobel (2017). The continuum model approach uses continuum elements with a constitutive model developed for the seismic assessment of masonry structures. This constitutive model captures both shear and flexural failure mechanisms. The equivalent frame model approach uses a combination of numerically integrated beam elements and nodal interfaces, each with a distinct constitutive model, thus decoupling the description of the flexural and shear behaviour. This approach aims to capture the macro-behaviour at the structural level. The applicability of the proposed equivalent frame model approach is evaluated by how well it replicates the validated continuum model approach results. The two discretization methods described are evaluated using two types of seismic assessment methods. The first seismic assessment method used consists of first performing a quasi-static non-linear pushover analysis (NLPO) on the model. This results in the pushover curve, which describes the global behaviour of the model under an equivalent lateral load based on the fundamental mode shape of the structure. The pushover curve is then used with the N2-method described in EN1998-1 (2004) to assess at which peak ground acceleration (PGA) that the model reaches the near-collapse (NC) limit state. The second seismic assessment method consists of performing dynamic non-linear time-history analyses (NLTH). This method uses recorded accelerograms to impose the inertial forces. The PGA for the accelerogram where the near-collapse limit state is reached is compared to the PGA from the use of the N2-method. The applicability of the pushover analysis in conjunction with the N2-method is evaluated by how well it replicates the PGA found from the time-history analyses and by how well it replicates local failure mechanisms.  Therefore, the main objectives of this project can be described by the following two questions: i. To what extent can the equivalent frame method be applicable as a proper discretization method for pushover analyses and time-history analyses of low-rise unreinforced masonry residential buildings in the Groningen region? ii. To what extent can the non-linear pushover method be adopted to assess the seismic behaviour of low-rise unreinforced masonry residential buildings in the Groningen region? The applicability of the equivalent frame model showed to vary. For describing local failure mechanisms its applicability is poor. Further work on connecting the edge piers to transverse walls is needed. For seismic assessment using the N2-method the applicability of the equivalent frame model approach is sensible. The conservative displacement capacity counteracts the fact that it is worse at describing local unloading, which produced a larger initial equivalent stiffness of the bi-linear curves in comparison to the continuum model. For seismic assessment using the time-history signals, its applicability is possible. While it could show different behaviour in terms of displacement and damping forces, it still showed a similar PGA at the near-collapse limit state for the cases at hand. The seismic assessment of the terraced and detached houses by the N2-method is similar to the seismic prediction by applying time-history analyses. However, there are still some variations in the initial stiffness, force capacity and displacement capacity between these two assessment methods due to the assumptions and limitations in this study. Overall, considering the pros and cons of the quasi-static pushover method, it is deemed applicable during the seismic assessment of the unreinforced masonry structures in the Groningen area. / En stor mängd låga oarmerade murverksbyggnader finns i Groningen, Nederländerna. Allt fler jordbävningar med kort varaktighet har uppmätts i regionen pågrund utav gasproduktion. I området förekommer oarmerade murverksbyggnader som initialt inte var dimensionerade för jordbävningslaster, vilket har resulterat i oönskade skador samt osäkerhet för invånarna. Förekommande låga murverksbyggnader i Groningen kan fördelas i olika grupper beroende på deras egenskaper. Två typer av murverksbyggnader utformade som bostäder uppföljer kraven för att utföra olinjär jordbävningsanalys och har i detta projekt studerats. Typerna som studerats är radhus samt fristående hus. Jordbävningsnalys av byggnader kräver användningen av en diskretiseringsmetod samt en utvärderingsmetod. Diskretiseringsmetoden används för att översätta den mekaniska modellen till en finita elementmodell för numerisk analys. Flera metoder har tidigare visat sig vara applicerbara för utvärdering under jordbävningslaster, men det här projektet studerar konsekvensen från användningen av en kontinuumelement modell (CM) samt en ekvivalent rammodel (EFM) för diskretisering i det generella finita elementpaketet beskrivet i DIANA-FEA-BV (2017). Metoden som använts för att skapa kontinuumelement modeller vart i ett tidigare projekt av Schreppers et al. (2017) validerat mot experimentella resultat och anses därför  representera det fysiska beteendet hos de mekaniska modellerna. Ett förslag för hur ekvivalenta rammodeller ska uppföras i DIANA ges i arbetet av Nobel (2017). Metoden för en kontinuumelement modell använder en konstitutiv lag som utvecklats för utvärderingen av murverksbyggnader under jordbävningslaster. Denna konstitutiva modell fångar skjuv- samt böjbrottmekanismer. Metoden för en ekvivalent rammodell använder numeriskt integrerade balkelement samt nodelement, där båda elementtyper använder en distinkt konstitutiv modell vilket gör att skjuv- samt böjbeteende hanteras individuellt. Den här metoden har som mål att fånga makro-beteendet av elementen. Applicerbarheten av den föreslagna metoden för ekvivalenta rammodeller är utvärderat via hur väl den replikerar resultaten från en kontinuumelement modell. De två diskretiseringsmetoderna jämförs via två metoder för utvärdering under jordbävningslaster. Den första utvärderingsmetoden består av att först utföra en kvasi-statisk olinjär stjälpningsanalys (NLPO) på modellen. Detta leder till stjälpningskurvan, vilket beskriver den globala responsen av modellen under en ekvivalent horisontal last som baserats på första fundamentala moden av bärverket. Stjälpningkurvan används sedan med N2-metoden som beskrivs i EN1998-1 (2004) för att utvärdera vid vilken maximal markacceleration (PGA) som modellen når nära-kollapsgränstilsståndet (NC). Den andra utvärderingsmetoden består av att utföra dynamiska samt olinjära tids-historikanalyser (NLTH). För att göra detta så används accelerogram för att applicera den dynamiska lasten. Den maximala markaccelerationen för signalen där tids-historikanalysen når nära-kollapsgränstilsståndet är jämfört mot den maximala markaccelerationen som fås när N2-metoden används. Applicerbarheten för stjälpningsanalysen tillsammans med N2-metoden utvärderas via hur väl den replikerar resultatet av den maximala markaccelerationen som erhållsfrån tids-historikanalyserna, samt via hur väl metoden replikerar lokala brottmoder. Baserat på detta så kan målen med detta project sammanfattas via dessa två frågeställningar: i. Till vilken grad kan den föreslagna metoden för ekvivalenta rammodeller användas för utvärdering under jordbävningslaster när stälpningsanalyser, samt tids-historikanalyser, utförs på låga och oarmerade murverksbyggnader utformade som bostadsrätter i Groningen? ii. Till vilken grad kan olinjär stjälpningsanalys användas för utvärdering under jordbävningslaster på låga och oarmerade murverksbyggnader utformade som bostadsrätter i Groningen? Applicerbarheten av metoden för ekvivalenta rammodeller visade sig variera. För att beskriva lokala brottmoder så är applicerbarheten låg. Fortsatt arbete som undersöker hur pelarelementen ska kopplas mot de tvärgående väggarna bör utföras. För utvärdering via användandet av N2-metoden så visade det sig att applicerbarheten är rimlig. Den konservativa deformationskapaciteten motverkar det faktum att metoden för ekvivalenta rammodeller är sämre på att påvisa lokal avlastning, vilket i sin tur resulterade i en större ekvivalent initial styvhet för de bi-linjära kurvorna i jämförelse mot metoden för kontinuumelement modeller. För utvärdering när tids-historikanalyser användes så visade applicerbarheten vara rimlig. Samtidigt som det kunde uppstå skillnader i beteende när det kom till deformation samt dämpning, så visade det sig att metoderna fortfarande uppvisade en liknande maximal markacceleration vid nära-kollapsgränstilsståndet för bärverken i fråga. Utvärderingen under jordbävningslast för modellerna när N2-metoden användes visade liknande resultat som när tids-historikanalyserna utfördes. Det förekom dock skillnader i den initiala styvheten, i skjuvkraftskapaciteten och i deformationskapciteten mellan utvärderingsmetoderna från gjorda antaganden samt begränsningar hos arbetet. Som en slutsats när för- samt nackdelar värderas så visade det sig att stjälpningsmetoden är en rimlig utvärderinsgmetod för oarmerade murverksbyggnader i Groningen.

Canadians have developed a vocabulary of regionalism, a cultural shorthand that divides Canada into easily-described spaces: the Arctic, the Prairies, the Maritimes, and Central Canada, for example. But these artificial divisions obscure the history of edge places whose identity is drawn from more than one region. The region north of Prince Albert, Saskatchewan, is a place on the edge of the boreal forest whose self-representations, local history, and memorials draw heavily on a non-prairie identity. There, the past is associated with the forest in contrast to most Canadians' understanding of Saskatchewan as flat, treeless prairie. This dissertation presents the history of the north Prince Albert region within a framework that challenges common Saskatchewan and Canadian stereotypes. Through deep-time place history, layers of historical occupation in the study region can be compared and contrasted to show both change and continuity. Historical interpretations have consistently separated the history of Saskatchewans boreal north and prairie south, as if the two have no history of interchange and connection. Using edge theory, this dissertation argues that historical human occupation in the western interior found success in the combination of prairie and boreal lifeways.<p> First Nations groups from both boreal forest and open plain used the forest edge as a refuge, and to enhance resilience through access to resources from the other ecosystem. Newcomer use of the prairie landscape rebranded the boreal north as a place of natural resources to serve the burgeoning prairie market. The prairies could not be settled if there was not also a nearby and extensive source for what the prairies lacked: timber and fuel. Extensive timber harvesting led to deforestation and the rise of agriculture built on the rhetoric of mixed farming, not King Wheat. The mixed farming movement tied to landscape underscored the massive internal migrations from the open prairies to the parkland and forest edge.<p> Soldier settlement, long viewed as a failure, experienced success in the north Prince Albert region and gave a model for future extensive government-supported land settlement schemes. South-to-north migration during the 1920s was based on a combination of push and pull factors: drought in the Palliser Triangle; and a strengthening northern economy built on cordwood, commercial fishing, freighting, prospecting and fur harvesting, as well as mixed farming. The economy at the forest edge supported occupational pluralism, drawing subsistence from both farm and forest, reflecting the First Nations model. As tourism grew to prominence, the Saskatchewan dual identity of prairie/forest led to the re-creation of the north Prince Albert region as a new vacationland, the Playground of the Prairies. The northern forest edge drew thousands of migrants during the Great Depression. Historical analysis has consistently interpreted this movement as frantic, a reactionary idea without precedent. Through a deep-time analysis, the Depression migrations are viewed through a new lens. The forest edge was a historic place of both economic and cultural refuge and resilience predicated on the Saskatchewan contrast of north and south.

Canadians have developed a vocabulary of regionalism, a cultural shorthand that divides Canada into easily-described spaces: the Arctic, the Prairies, the Maritimes, and Central Canada, for example. But these artificial divisions obscure the history of edge places whose identity is drawn from more than one region. The region north of Prince Albert, Saskatchewan, is a place on the edge of the boreal forest whose self-representations, local history, and memorials draw heavily on a non-prairie identity. There, the past is associated with the forest in contrast to most Canadians' understanding of Saskatchewan as flat, treeless prairie. This dissertation presents the history of the north Prince Albert region within a framework that challenges common Saskatchewan and Canadian stereotypes. Through deep-time place history, layers of historical occupation in the study region can be compared and contrasted to show both change and continuity. Historical interpretations have consistently separated the history of Saskatchewans boreal north and prairie south, as if the two have no history of interchange and connection. Using edge theory, this dissertation argues that historical human occupation in the western interior found success in the combination of prairie and boreal lifeways.<p> First Nations groups from both boreal forest and open plain used the forest edge as a refuge, and to enhance resilience through access to resources from the other ecosystem. Newcomer use of the prairie landscape rebranded the boreal north as a place of natural resources to serve the burgeoning prairie market. The prairies could not be settled if there was not also a nearby and extensive source for what the prairies lacked: timber and fuel. Extensive timber harvesting led to deforestation and the rise of agriculture built on the rhetoric of mixed farming, not King Wheat. The mixed farming movement tied to landscape underscored the massive internal migrations from the open prairies to the parkland and forest edge.<p> Soldier settlement, long viewed as a failure, experienced success in the north Prince Albert region and gave a model for future extensive government-supported land settlement schemes. South-to-north migration during the 1920s was based on a combination of push and pull factors: drought in the Palliser Triangle; and a strengthening northern economy built on cordwood, commercial fishing, freighting, prospecting and fur harvesting, as well as mixed farming. The economy at the forest edge supported occupational pluralism, drawing subsistence from both farm and forest, reflecting the First Nations model. As tourism grew to prominence, the Saskatchewan dual identity of prairie/forest led to the re-creation of the north Prince Albert region as a new vacationland, the Playground of the Prairies. The northern forest edge drew thousands of migrants during the Great Depression. Historical analysis has consistently interpreted this movement as frantic, a reactionary idea without precedent. Through a deep-time analysis, the Depression migrations are viewed through a new lens. The forest edge was a historic place of both economic and cultural refuge and resilience predicated on the Saskatchewan contrast of north and south.

This thesis is a study into the response and seismic safety of three-dimensional multi-storey concrete structures under concurrent orthogonal seismic excitations. It employs the nonlinear time-history method as its analysis tools. Time-history analyses rely heavily on their utilised earthquake records. Accordingly, this study examines the different approaches of selecting earthquake suites and develops a methodology of selecting representative earthquake scenarios. This methodology is credibly implemented in selecting a far- and a near field suites representative of the New Zealand seismic hazard. The study investigates the response of 6-, 9- and 12-storey concrete structures of different n-X-bays × m-Y-bays. Bidirectional responses of these considered structures are examined and consequently the current combination rules are scrutinised. Consequently this study strongly recommends the use of the 40-percent combination rule in lieu of the widely used 30-percent rule; and the use of time-history analysis in lieu of quasi/equivalent static and response modal analysis methods to avoid their strong dependence on combination rules. An intensive study is conducted employing the incremental dynamic analysis (IDA) technique to investigate structural demands of interstorey drifts, lateral storey drifts and storey accelerations. The study utilises the developed far-field suite and identifies the 50th and 90th percentile demands. Hence it provides easy-to-use expressions to facilitate rapid calculation of the structural demands and the effects of biaxial interactions. An implementation into the Demand and Capacity Factor Design (DCFD) format is presented that infers confidence in the performance levels of the considered structures. The study also draws attention to the importance of considering storey accelerations as their storey values reach as high as 10 × PGA. A sensitivity study is conducted by repeating the IDA investigation while using the developed near-field suite. Subsequently a comparison between the near- and the far-field results is conducted. The results were markedly similar albeit of less magnitudes until the (seismic hazard) intensity measure IM = Sa(T₁) = 0.4g when the near-field results show sudden flat large increase in demands suggesting a brittle collapse. This is attributed to the higher content of the higher mode frequencies contained in near-field ground motions. Finally, the study examines the (vectorial) radial horizontal shear demands in columns and beam-column joints of the previous far- and near-field studies. The combined radial shear demands in corner, edge and internal columns and joints are evaluated that roughly show a square-root proportional relationship with IM that exhibit somewhat brittle failure at IM ≥ 0.35g. Shears demands in the (4-way) internal columns and the (2-way) corner joints show highest magnitude in their respective class. The results suggest transverse joint shear reinforcement of 1.5, 1.0 and 0.5 of the longitudinal reinforcement of the neighbouring beam respectively for corner, edge and internal joints. An implementation of a proposed practical (and simpler) DCFD format shows satisfactory confidence in columns performance in shear up to IM = 0.35g, conversely to joints unsatisfactory performance in shear at the onset of inelastic behaviour (IM > 0.05g).

La chute chez les seniors constitue un problème de santé publique. Citée comme la seconde cause de décès accidentel dans le monde, elle concerne un tiers des Français de plus de 65 ans. Les séquelles physiques et fonctionnelles qui en résultent, les conséquences psychosociales nuisibles pour la qualité de la vie, la perte d’autonomie et son coût de prise en charge justifient l’attention qui lui est actuellement portée. Du point de vue du chercheur, les interprétations sous-jacentes à la surexposition des personnes âgées au risque de chute restent controversées, notamment parce que la compréhension de la coordination dynamique corporelle et de l’implication corticale lors du contrôle de l’équilibre est encore limitée. L’étude de la chute et des mécanismes qui y conduisent présente donc un double intérêt, fondamental et sociétal. Une chute survient si deux conditions sont réunies. La première est la perte initiale de l’équilibre, un ‘pré-requis’ qui peut toucher la population entière dans son quotidien. La seconde est un échec des mécanismes de rééquilibration, c’est à dire de la stratégie de réponse mise en œuvre pour compenser la déstabilisation : comment s’opère la sélection d’une stratégie de rattrapage, à partir de quelle appréciation du contexte et des informations sensorielles disponibles est-elle choisie ? qu’est ce qui assure son opérationnalité et garantit le rattrapage ou signe au contraire son échec ?...Pour répondre à ces questions, nous nous sommes donc intéressés à ce moment critique où il est encore possible de modifier l’issue finale par des ajustements posturaux et des actions motrices rapides et adéquats chez une population de jeunes adultes. La première étude est une analyse globale de la phase précoce d’une chute -abrégée par un harnais- (soit quelques centaines de millisecondes après la perturbation), afin d’évaluer la capacité du sujet à réagir à une perturbation imprévue et de développer des stratégies garantissant une protection efficace. Cette première étape se propose d’identifier les indicateurs discriminants et prédictifs d’une chute et d’un rattrapage au niveau neurophysiologique et biomécanique. Cette étude a également permis de mettre en évidence la présence d’un délai temporel incompressible appelé « phase passive », source de contraintes spatio-temporelles à l’expression complète d’une réponse posturale adaptée. Dans la seconde étude, de modélisation, nous avons élaboré un modèle mécanique personnalisé, construit à partir de radiographies tridimensionnelles non invasives du corps entier. Cette modélisation nous a permis d’analyser la contribution relative de propriétés biomécaniques passives et des synergies musculaires actives en jeu pendant les perturbations récupérables de l’équilibre ou non en comparant les résultats expérimentaux (‘réels’) obtenus à l’aide d’un dispositif asservi pour provoquer des chutes de plain-pied et la réponse théorique prédite (‘simulée’) à l’aide du modèle. Les résultats obtenus permettent de confirmer que le comportement du corps est en phase précoce-dicté par ses propriétés mécaniques, et peut être assimilé à un modèle simplifié. Après avoir mis en évidence l’existence d’une phase inertielle d’une durée équivalente à la moitié du temps disponible avant l’impact, notre questionnement s’est orienté vers le traitement de l’information en-cours lors de cette phase afin d’évaluer la contribution corticale alors que la réponse posturale évolue. La troisième étude consiste principalement à appréhender la charge cognitive impliquée dans le contrôle sensori-moteur, en particulier lors d’une chute, à l’aide du paradigme de double-tâche. En conclusion, à travers une approche pluridisciplinaire, les résultats obtenus dans cette thèse permettent d’émettre des recommandations intéressantes pour une prévention et une rééducation adaptée dans le but de contribuer à l’amélioration de la qualité de vie des personnes âgées. / A better understanding of what happens during an unintentional fall is relevant in preventing their occurrence. A fall is due to a failure of compensatory reactions to recover from postural perturbations during the descent phase which starts at the subject loss of balance point and lasts no more than 700-1000milliseconds [Hsiao, 1998]. The aim of the first study was to compare the biomechanical and muscular behavior during the pre-impact phase during non-recoverable falls and successful recovery trials. The experimental study aimed to evaluate the subject’s ability to distinguish in the first 500 milliseconds following the onset of perturbation a low-threatening perturbation from a high challenging one and can then predict the scenario that will more likely lead to a fall using specific motor strategies. In such a challenging task, we hypothesized that the constraints imposed by the biomechanical properties ultimately determine the ability to trigger efficient muscle activities. Full body 3D kinematics and associated muscle activities were collected in 30 young healthy subjects during fast and slow unpredictable multidirectional support-surface translations. 40 cm support-surface translations were used to evoke the balancing reactions (0,35 vs 0,9 m/s during resp. 1000 vs 500 millisecond The perturbation velocities were selected so that successful recovery should occur in milder trials whereas fast trials were sufficiently challenging to trigger non-recoverable falls. Analyses focused on the spatial and temporal characteristics of the Centre of Mass, angle variations, recovery step characteristics, and EMG activities (onset latencies and amplitudes) across each trial and muscle. Moreover, a 17-segment numerical and personalized model was created, based on stereoradiographic head to feet X-ray images followed by 3D-reconstruction methods to assess subject-specific geometry and inertial parameters. The outputs resulting from simulated falls allowed us to discard the contributions of the passive (inertia-induced) versus the active mechanisms (feedback-controlled and time-delayed neuromuscular components) of the response. The first outcome of that study was that the fall could be divided in distinct phases. For about 200 milliseconds following the onset of platform translation, the head remained stable in space. Similarly, the comparison with the simulated data supported that the CoM displacement matched the subject-dependant mechanical model. During a second phase of the fall, despite the fact that automated muscle postural synergies started at 80 milliseconds after perturbation onset, the trajectory of the body appeared to be exclusively dictated by its biomechanical properties. Later, muscle activities influenced the body trajectories, which consequently differed on a trial-to-trial basis. The simulation was in good agreement with the experimental results. The specificity of the postural response resulting in a strategy chosen to avoid a fall thus appeared in a late-phase, which can be explained because during a fall, the subjects had to prepare to the impact on the basis of sensory information that were not redundant but available in a sequential order: proprioceptive information appearing first while vestibular and visual information continued to signal a stabilized head in space. The sole proprioceptive information would be insufficient to trigger rapid and appropriate postural response. Moreover, in accordance with our results suggesting the importance of the late-phase and on-line controlled responses, a long inertial passive phase in the fast trials does not allow a large spatiotemporal window for compensatory reactions to occur. These could not only depend on the previously described automated postural synergies because the time constraints imposed by biomechanics permit in principle volitional motricity to play an important role very early in the fall. (...)