This article focuses on the distribution of backpack pressure on human body. We have noticed two interesting situations: whether the length of different backpack shoulder straps will change the pressure distribution of the backpack on the human body and whether different positions of the backpack load will change the pressure distribution of the backpack on the human body. To find the answer, we designed a backpack pressure detection system to collect data and use engineering software to analyse the data.We got the range that best fits the human body and the healthiest backpack: when the distance from the top of the backpack to the shoulder is about 1/5 of the length of the shoulder and the weight of the backpack is at the bottom of the backpack. At this time, the force of the three parts of the human body (shoulders, back) is the most uniform and relatively minimal. If the user wants to minimize the pressure on the shoulder, the shoulder strap of the backpack should be as short as possible. If the user only wants the pressure on the back to be minimal, the weight in the backpack is closer to the back, which is better for the back.

Ryggsäckar används vid mängder av aktiviteter och har många fördelar jämfört med andra väskor, särskilt när det kommer till att bära tungt. Emellertid blir dåligt utformade ryggsäckar med bristande hänsyn till ergonomiska faktorer obekväma och kan i värsta fall orsaka skador. Studier har visat att belastningen på axlar är den främst begränsande faktorn vid ryggsäcksbärande. Klättermusen har försökt lösa detta problem med innovationen Butterfly Bridge som är tänkt att fördela lasten över axeln på ett mer skonsamt sätt. Projektet genomfördes i syfte att bredda kunskapen kring ryggsäckars påverkan på kroppen samt bidra med information om Butterfly Bridges effekt till uppdragsgivaren. Mer specifikt var målet med projektet att utveckla lämplig metod för att mäta effekten och utvärdera huruvida Butterfly Bridge fungerar som beskrivet och har en mätbar effekt på tryckfördelning mellan ryggsäck och axel. Den inledande litteraturstudien visade på ett antal tillgängliga metoder för att mäta och bedöma en ryggsäcks påverkan på kroppen. För att utvärdera Butterfly Bridges effekt valdes en kvantitativ metod med experimentella tester på testdocka. Trycket mellan axelrem och dockan mättes med taktila trycksensorer från Tekscan. Mätningar gjordes med och utan Butterfly Bridge för två ryggsäckar från Klättermusen, Grip 60L och Ymer 65L. Resultaten visade inte på någon skillnad mellan att använda Butterfly Bridge eller inte. Tryckbilder från mätningarna visade inga synliga skillnader i tryckfördelning och det kan utifrån mätningarna i denna studie inte bevisas att Butterfly Bridge har någon effekt på tryckfördelningen. Slutsatsen är att Tekscan F-Scan kan användas för att mäta skillnader i tryck mellan olika ryggsäckar men metoden är på intet sätt felfri. Fler tester krävs för att bestämma Butterfly Bridges effekt. / <p>2022-07-01</p>

Previous works in Human-Robot Interaction have demonstrated the positive potential benefit of designing highly anthropomorphic robots. This includes physical appearance but also whether they can express emotions, behave in a congruent manner, etc. This work wants to explore the creation of a robot that is able to express a given personality consistently throughout a dialogue while also manifesting congruent emotional expressions. Personality defines many aspects of the character of a person and it can influence how one speaks, behaves, reacts to events, etc. Here, we only focus our attention on language and on how it changes depending on one particular personality trait, the extraversion. To this end, we tested different language models to automate the process of generating language according to a particular personality. We also compared large language models such as GPT-3 to smaller ones, to analyse how size can correlate to performance in this task. We initially evaluated these methods through a fairly small user study in order to confirm the correct manipulation of personality in a text-only context. Results suggest that personality manipulation and how well it is understood highly depend on the context of a dialogue, with a more ‘personal’ dialogue being more successful in manifesting personality. Also, the performance of GPT-3 is comparable to smaller models, specifically trained, with the main difference only given in the perceived fluency of the generations. We then conducted a follow-up study where we chose to use a robot that is capable of showing different facial expressions used to manifest different emotions, the Furhat robot. We integrated into the robot the generations from our language models together with an emotion classification method that is used to guide its facial expressions. Whilst the output of our models did trigger different emotional expressions, resulting in robots which differed both in their language and nonverbal behaviour, resultant perception of these robots’ personality only approached significance (p ∼ 0.08). In this study, GPT3 performed very similarly to much smaller models, with the difference in fluency also being much smaller than before. We did not see any particular change in the perception of the robots in terms of likeability nor uncanniness. / Tidigare arbeten inom Människa-robotinteraktion har visat den positiva potentiella fördelen med att designa mycket antropomorfa robotar. Detta inkluderar fysiskt utseende men också huruvida de kan uttrycka känslor, bete sig på ett kongruent sätt, etc. Detta arbete vill utforska skapandet av en robot som kan uttrycka en given personlighet konsekvent under en dialog samtidigt som den manifesterar kongruenta känslomässiga uttryck. Personlighet definierar många aspekter av en persons karaktär och den kan påverka hur man talar, beter sig, reagerar på händelser etc. Här fokuserar vi vår uppmärksamhet endast på språket och på hur det förändras beroende på ett särskilt personlighetsdrag, extraversion. För detta ändamål testade vi olika språkmodeller för att automatisera processen att skapa språk enligt en viss personlighet. Vi jämförde även stora språkmodeller som GPT-3 med mindre, för att analysera hur storlek kan relatera till prestanda i denna uppgift. Vi utvärderade inledningsvis dessa metoder genom en mindre användarstudie för att bekräfta att personligheten kan manipuleras på rätt sätt i en textbaserad kontext. Resultaten tyder på att personlighetsmanipulation och hur väl den förstås i hög grad beror på sammanhanget i en dialog, där en mer ‘personlig’ dialog är mer framgångsrik när det gäller att manifestera personlighet. Prestandan hos GPT-3 är också jämförbar med mindre modeller, specifikt tränade på en uppgift, där den största skillnaden var i den genererade textens upplevda flyt. Vi gjorde sedan en uppföljningsstudie där vi valde att använda en robot som är kapabel att visa olika ansiktsuttryck och därigenom kapabel att manifestera olika känslor, Furhat-roboten. Vi integrerade talet som genererades från våra språkmodeller i roboten tillsammans med en känsloklassificeringsmetod som används för att styra dess ansiktsuttryck. Medan resultatet av våra modeller framkallade olika känslomässiga uttryck, vilket resulterade i robotar som skilde sig åt både i språk och icke-verbal kommunikation, närmade sig endast den resulterande uppfattningen av dessa robotars personlighet signifikans (p ∼ 0.08). I denna studie presterade GPT-3 mycket likartat med mycket mindre modeller, med skillnaden i flyt också mycket mindre än tidigare. Vi såg ingen speciell förändring i uppfattningen av robotarna när det gäller sympati eller obehaglighet.

iv ABSTRACT SEISMIC DESIGN OF COLD FORMED STEEL STRUCTURES IN RESIDENTIAL APPLICATIONS Uygar, Celaletdin M.Sc., Department of Civil Engineering Supervisor: Prof. Dr. &Ccedil / etin Yilmaz May 2005, 82 pages In this study, lateral load bearing capacities of cold formed steel framed wall panels are investigated. For this purpose lateral load bearing alternatives are analyzed numerically by computer models and results are compared with already done experimental studies and approved codes. In residential cold formed steel construction, walls are generally covered with cladding material like oriented strand board (OSB) or plywood on the exterior wall surface and these sheathed light gauge steel walls behave as shear walls with significant capacity. Oriented strand board is used in analytical models since OSB claddings are most commonly used in residential applications. The strength of shear walls depends on different parameters like screw spacing, strength of sheathing, size of fasteners used and aspect ratio. SAP2000 software is used for structural analysis of walls and joint force outputs are collected by Microsoft Excel. The yield strength of shear walls at which first screw connection reaches its shear capacity is calculated and load carrying capacity per meter length is found. The nonlinear analysis is also done by modeling the screw connections between OSB and frame as non-linear link and the nominal shear capacities of walls are calculated for different screw spacing combinations. The results are consistent with the values in shear wall design Guide and International Building Code 2003. The other lateral load bearing method is flat strap X-bracing on wall surfaces. Various parameters like wall frame section thickness, flat strap area, aspect ratio and bracing number are investigated and results are evaluated. The shear walls in which X-bracing and OSB sheathing used together are also analyzed and the results are compared with separate analyses.

The trend in aircraft design is to produce greener airplanes through lighter structures and/or structures with extended life and reduced maintenance. Bonded crack retarders (BCR) are one of the solutions towards that objective. BCR are reinforcing straps bonded to the structure in order to improve the fatigue and damage tolerance properties of the assembly. The aim of this study was to demonstrate that the BCR hybrid technology – beneficial for upper wing cover – could also be applied to lower wing covers. The project also focused on evaluating BCR most important parameters. The fatigue life improvement obtained from BCR was evaluated through a series of coupons and skin-stringer assemblies tested under constant and variable amplitude loading. While the coupon tests demonstrated a life improvement of only 17% under constant amplitude loading, the variable amplitude load tests performed on the skin-stringer assembly demonstrated increased fatigue lives with a factor of 5 and reduced crack growth rates with a factor of 5 to 6. A finite element calculation tool was developed in order to conduct a parametric analysis of BCR geometry through the evaluation of the substrate stress intensity factor in the case of fatigue loading. The main difficulty was to include the interacting mechanism of the substrate lead crack and the disbond of the adhesive layer. The novelty of the approach was to incorporate the fatigue delamination calculation in order to evaluate the fatigue disbond propagation with crack growth. This was embedded in a 3D finite element design tool ReSLIC (Reinforced Structures Life Improvement Calculation). A necessary step to the development of ReSLIC was the analysis of fatigue properties of the adhesive system in order to provide input data for fatigue delamination calculations. To that end, a series of fatigue tests were performed in pure Mode I, pure Mode II and mixed mode with ratios of 25%, 50% and 75% of mode II ... [cont.].

Em geral, as recomendações normativas sugerem a utilização de materiais granulares para a construção de estruturas em solo reforçado, principalmente devido à sua elevada resistência ao cisalhamento e boa capacidade de drenagem. No entanto, nem sempre há disponibilidade deste tipo de material no entorno das obras, tornando o uso dos solos finos imperativo para a viabilização desta solução. No Brasil, solos residuais finos são encontrados em abundância e, muitas vezes, apresentam excelentes parâmetros de resistência ao cisalhamento e baixa compressibilidade. Contudo, o seu uso pode induzir poro-pressões indesejáveis durante a construção ou cisalhamento do aterro reforçado. Por outro lado, as elevadas sucções matriciais que podem persistir em seu interior geram um aumento na estabilidade dos maciços reforçados. Neste contexto, este trabalho apresenta os resultados experimentais e discute o efeito da variação climática (umedecimento e secagem) na resistência de interface solo coesivo-fita polimérica de uma estrutura de contenção em solo reforçado. Os ensaios foram realizados com amostras compactadas de um solo residual de gnaisse típico da cidade de São Paulo e uma fita polimérica de alta aderência. Os corpos de prova foram submetidos a ensaios de cisalhamento direto e de arrancamento sob três diferentes níveis de tensão normal e de sucção, além da condição inundada. Ensaios triaxiais saturados (CU) e não saturados (CW) foram realizados para a determinação da envoltória de resistência tridimensional do solo, avaliação da eficiência da interação solo-reforço e para a verificação do comportamento da água intersticial durante o cisalhamento. Os resultados indicam que o solo coesivo em questão apresenta excelentes parâmetros de resistência ao cisalhamento, elevada capacidade de se manter sob pressões negativas da água intersticial e uma eficiente interação com as fitas poliméricas, o que possibilitaria a execução de estruturas estáveis quanto ao arrancamento dos reforços. Além disso, sugerem um crescimento não linear da máxima resistência de interface com o aumento da sucção matricial do solo e uma tendência de redução dos coeficientes de atrito aparente solo-reforço (f*) com o umedecimento das amostras. Porém, mostraram que a sucção matricial exerce pouca influência na resistência residual da interface solo reforço. / Current specifications for reinforced soil structures generally require the use of granular backfill due to their high strength, well drainage capacity and low volume change potential. However, in cases where granular fills are not easily and readily available, poorly draining soils should be used to enable the implementation of a mechanically stabilized earth wall (MSEW). In Brazil, the fine-grained residual soils that cover large areas of its territory frequently present high shear strengths and low compressibility. However, the use of cohesive soils can cause unwanted effects in structure stability due to the water content variations of the backfill soil, and the potential development of pore-water pressures or loss of strength. On the other hand, matric suctions may increase the soil-geosynthetic interface shear strength. In this context, this study presents the experimental results and discusses the effects of seasonal climatic variations (wetting and drying) on shear strength of soil-geosynthetic straps interfaces under unsaturated conditions. For the laboratory investigation, a compacted residual soil of gneiss composed of 80% silty sand passed through a 0.075mm sieve, sourced from São Paulo city, and a high-tenacity polyester strap were used. Direct shear and pullout tests were conducted with three different net normal stresses and levels of matric suction, besides the inundated condition. Triaxial tests under saturated (CU) and unsaturated (CW) conditions with suction measurement using a high capacity tensiometer were performed in order to evaluate the shear strength parameters of the unsaturated soil, the interface efficiency of the soil-geosynthetic strap and the pore water pressure variations during shear. The results indicate that the cohesive soil used in this study has excellent shear strength parameters, a high capacity to maintain negative pore water pressures and presents an efficient interaction with the geosynthetics straps, which would allow the implementation of a stable MSEW for failure by pullout. Furthermore they reveal that the peak shear strength of the soil-geosynthetic strap interface increases nonlinearly with the soil suction, while the apparent friction factor (f*) decreases with the increase in molding moisture contents. On the other hand, the effect of suction on the post-peak shear strength of the interface was negligible.

Dans la littérature, les résultats, dans le domaine de la rééducation neurologique des patients hémiplégiques, montraient que la performance motrice du membre atteint était améliorée lorsque les deux membres homolatéraux étaient mobilisés dans des mouvements symétriques. Il a alors été suggéré que le système nerveux avait plus de facilité à adapter une commande bilatérale symétrique, qu’une commande bilatérale asymétrique.L’objet des travaux dans cette thèse est de tester la généralité de ces résultats dans le cas du processus d’initiation de la marche (IM). Le handicap est simulé par une hypomobilité de la cheville, induite avec strapping et orthèse unilatéralement ou bilatéralement. Les résultats montrent que, dès la présence d’une contrainte, la biomécanique et les activités électromyographiques, des phases de préparation posturale et d’exécution du processus d’IM, sont modifiées. De plus, la performance motrice est également perturbée. Toutefois, il apparaît des différences « locales » selon où s'applique la contrainte. Un résultat est à souligner tout particulièrement : comme pour les patients hémi-handicapés, la performance motrice (i.e. vitesse du centre des masses à la fin du premier pas) est supérieure dans la condition « contrainte bilatérale i.e. hypomobilité des deux chevilles » versus « contrainte unilatérale i.e. hypomobilité du pied d’appui ». L’ensemble des résultats est discuté dans le cadre des processus d’adaptation de la commande motrice face aux contraintes biomécaniques unilatérales et bilatérales induites sur les appuis. En d'autres termes, tout se passe comme si un rééquilibrage des capacités fonctionnelles s’opère, permettant ainsi de générer une meilleure performance motrice. Enfin, les résultats permettent d’envisager des perspectives dans le domaine de la rééducation fonctionnelle. / In the literature, the rehabilitation of hemiplegic patients showed that motor performance of the affected limb is improved when both limbs are mobilised in a symmetrical movement. It has been suggested that it was easier for the nervous system to adapt to symmetrical bilateral command. The aim of this dissertation is to test the validity of these results in gait initiation (GI). Handicap was simulated by means of blocking the ankle unilaterally or bilaterally with a strap or orthosis.Results showed that in the presence of a constraint, electromyographic activity and the kinematics of both postural preparation and step execution phase of GI declined. Furthermore, the motor performance was also perturbed.However, « Local » differences appeared according to the localisation of the constraint, reflecting the adaptation of the motor command. Nonetheless, a result needs to be particularly underlying.Like in hemi-handicapped patients, the motor performance (i.e. centre of mass velocity at the end of the first step) was higher in « bilateral constraint, hypomobility on both ankles » versus « unilateral constraint, hypomobility on stance ankle ».In the dissertation, the results are discussed in terms of the adaptation of the motor command of unilateral and bilateral induced biomechanical constraint. More specifically, we discuss how rebalancing the functional capacity of both legs should allow to increase motor performance. These results put forward new perspectives in the domain of functional rehabilitation.

Em geral, as recomendações normativas sugerem a utilização de materiais granulares para a construção de estruturas em solo reforçado, principalmente devido à sua elevada resistência ao cisalhamento e boa capacidade de drenagem. No entanto, nem sempre há disponibilidade deste tipo de material no entorno das obras, tornando o uso dos solos finos imperativo para a viabilização desta solução. No Brasil, solos residuais finos são encontrados em abundância e, muitas vezes, apresentam excelentes parâmetros de resistência ao cisalhamento e baixa compressibilidade. Contudo, o seu uso pode induzir poro-pressões indesejáveis durante a construção ou cisalhamento do aterro reforçado. Por outro lado, as elevadas sucções matriciais que podem persistir em seu interior geram um aumento na estabilidade dos maciços reforçados. Neste contexto, este trabalho apresenta os resultados experimentais e discute o efeito da variação climática (umedecimento e secagem) na resistência de interface solo coesivo-fita polimérica de uma estrutura de contenção em solo reforçado. Os ensaios foram realizados com amostras compactadas de um solo residual de gnaisse típico da cidade de São Paulo e uma fita polimérica de alta aderência. Os corpos de prova foram submetidos a ensaios de cisalhamento direto e de arrancamento sob três diferentes níveis de tensão normal e de sucção, além da condição inundada. Ensaios triaxiais saturados (CU) e não saturados (CW) foram realizados para a determinação da envoltória de resistência tridimensional do solo, avaliação da eficiência da interação solo-reforço e para a verificação do comportamento da água intersticial durante o cisalhamento. Os resultados indicam que o solo coesivo em questão apresenta excelentes parâmetros de resistência ao cisalhamento, elevada capacidade de se manter sob pressões negativas da água intersticial e uma eficiente interação com as fitas poliméricas, o que possibilitaria a execução de estruturas estáveis quanto ao arrancamento dos reforços. Além disso, sugerem um crescimento não linear da máxima resistência de interface com o aumento da sucção matricial do solo e uma tendência de redução dos coeficientes de atrito aparente solo-reforço (f*) com o umedecimento das amostras. Porém, mostraram que a sucção matricial exerce pouca influência na resistência residual da interface solo reforço. / Current specifications for reinforced soil structures generally require the use of granular backfill due to their high strength, well drainage capacity and low volume change potential. However, in cases where granular fills are not easily and readily available, poorly draining soils should be used to enable the implementation of a mechanically stabilized earth wall (MSEW). In Brazil, the fine-grained residual soils that cover large areas of its territory frequently present high shear strengths and low compressibility. However, the use of cohesive soils can cause unwanted effects in structure stability due to the water content variations of the backfill soil, and the potential development of pore-water pressures or loss of strength. On the other hand, matric suctions may increase the soil-geosynthetic interface shear strength. In this context, this study presents the experimental results and discusses the effects of seasonal climatic variations (wetting and drying) on shear strength of soil-geosynthetic straps interfaces under unsaturated conditions. For the laboratory investigation, a compacted residual soil of gneiss composed of 80% silty sand passed through a 0.075mm sieve, sourced from São Paulo city, and a high-tenacity polyester strap were used. Direct shear and pullout tests were conducted with three different net normal stresses and levels of matric suction, besides the inundated condition. Triaxial tests under saturated (CU) and unsaturated (CW) conditions with suction measurement using a high capacity tensiometer were performed in order to evaluate the shear strength parameters of the unsaturated soil, the interface efficiency of the soil-geosynthetic strap and the pore water pressure variations during shear. The results indicate that the cohesive soil used in this study has excellent shear strength parameters, a high capacity to maintain negative pore water pressures and presents an efficient interaction with the geosynthetics straps, which would allow the implementation of a stable MSEW for failure by pullout. Furthermore they reveal that the peak shear strength of the soil-geosynthetic strap interface increases nonlinearly with the soil suction, while the apparent friction factor (f*) decreases with the increase in molding moisture contents. On the other hand, the effect of suction on the post-peak shear strength of the interface was negligible.

Master’s thesis is dealing with safety of workpiece clamping device. In the first part we are describing possibilities of clamping workpiece on different machines, legislative conditions in EU and CR in engineering devices, and general demands that refer to harmonized standards for different types of clamping devices. The main target of the thesis are the lists of requirements for hydraulic three-jaw chucks and proposal of two chosen safety applications. The first safety application refers to safety of clamping workpiece in hydraulic chuck. The second safety application is aimed at clamping of workpiece with the help of strap clamps. There is a description of the procedure of calculation of safe tightening moment during assembly of the nut.

No description available.