The influence of a 60-day strength training regime on the flat walking Tennessee Walking Horse (TWH) yearling performance was determined using behavioral, physiological, and biomechanical measurements. Four TWH yearlings participated in a 60-day strength training regime. Documentation was made on behavioral responses, and measurements were taken on respiratory rates and standing and flat walking kinematics. Means (SD) were determined for physiological and biomechanical variables, and paired t-tests (P=0.05) were performed. Morphometrics, kinematics, and temporal variables remained constant through training. The flat walk shared similar kinematics and temporal variables with the walk, except for the rhythm, bipedal support, head displacements, and hind fetlock joint motion. While respiratory rates were not significantly different in training response, the TWH yearling demonstrated more efficient respiration compared to the non-gaited trot. Training impact was limited to improved, desirable behavioral responses. Through survey responses by TWH trainers, additional training variables were indicated for future training protocols.

No description available.

No description available.

No description available.

No description available.

No description available.

No description available.

Many industries are transitioning to a digitalized world these days due to new opportunities and applications that come with it. This process has been accelerated in various ways due to the Covid-19 pandemic, to the point where many organizations have been able to digitalize some aspects of their daily tasks in a short period of time, ranging from using new technology and equipment like AI to utilizing social media and web-based platforms for forming virtual communities. We, as master's students with an engineering background, became interested in this topic and began reviewing literature to learn more about it. We noticed that the impact of digitalization on leadership in the healthcare industry has not been adequately addressed in previous academic work. We approached this topic as social constructionists with a relativistic perspective, and attempted to conduct a qualitative study with in-depth interviews with knowledgeable managers and employees in three different countries with different organizational cultures. This allowed us to examine how this process would affect both hierarchical and flat organizational management systems. Next, we went through open coding, trend identification, and templating. Following the theoretical framework and comparing the findings from different sample groups led to an interesting conclusion: Digitalization, as expected and as a support to our theoretical framework, helps organizations be more productive and deliver higher service quality, training and academic in this way helps all members, especially managers, do their jobs better, and there was no difference between the three different group samples. The final and most intriguing finding is that in the presence of digitalization, flat organizations become flatter thanks to the various tools that digitalization provides to the system to create a closer and more flat communication structure, whereas in hierarchical organizations, managers use the tools provided by this phenomenon to cement their position and power pyramid. To put it another way, digitalization alone will not be able to shape or even force the organizational structure to become flatter; all those virtual teams and web-based platforms will be used in the way that the current organization structure desires.

With the increasing need for commercial and residential buildings, post-tensioned (PT) flat plates have become a preferred choice for floor systems, because of the numerous advantages over non-prestressed slabs such as better efficiency, reduced slab self-weight, as well as crack and deflection control. To improve the competitive advantage of PT flat plates through improved economy and performance, a study was undertaken. This study investigated the performance and behavior of three one-third scale models of a nine-panel two-way unbonded post-tensioned flat plate. One of the slabs had conventional reinforcement with uniform-banded tendon layout, another had conventional reinforcement with banded-banded tendon layout while the last had banded-banded tendon layout reinforced with steel fiber. The specimens were loaded to service limit state, factored load and then to failure, using a whiffle tree loading system that approximated a uniformly distributed load. Experimental results were compared to analytical results from finite element and yield line analysis. The performance of the banded-banded specimens was very similar to the uniform-banded specimens at service and factored load. The failure loads for all specimens were considerably higher than the design factored load of 197 psf. Steel fiber was able to replace conventional reinforcement and the performance of the specimens with steel fibers was satisfactory, and comparable to their corresponding conventional reinforced specimens at service and factored limit state. Analytical results from finite element analysis showed a fairly reasonable agreement with experimental results. The results from the experimental tests showed that the use of steel fiber in post-tensioned flat plates is a viable and safe technology that will lead to improved performance and economy. The experimental results seem to indicate that the requirement of conventional reinforcement may be unnecessary in the negative moment regions and also in the positive moment region if the tensile stress is not more than 3√(f'c ) in this region. ACI 318-19 code design recommendations were provided for design of banded-banded PT system and SFRC post-tensioned flat plate. Additional testing should be conducted before SFRC post-tensioned flat plates are incorporated in the ACI 318 code (ACI 318, 2019) with a maximum allowable tensile stress of 6√(f'c). / Doctor of Philosophy / Over the years, the use of post-tensioned flat plates as flooring system has increased and became popular in residential and commercial buildings. Post-tensioned flat plates are a type of concrete structural slabs typically used for flooring in high-rise building because of the numerous advantages over non-prestressed slabs such as better efficiency, reduced slab self-weight, as well as smaller crack and deflection. This type of slab typically consists of high strength steel strands called tendons, which are stretched to compress the concrete slab in both directions. To improve the performance of this type of slabs a research study was performed. This study investigated the performance and behavior of three one-third scale models of a nine-panel two-way post-tensioned flat plate. One of the slabs was strengthened with conventional steel bars and the tendon layout was uniform-banded tendon, another had conventional steel bar with banded-banded tendon layout while the last had banded-banded tendon layout reinforced with steel fiber. Actual load that will act on the slab when in use was applied and then this load was increased by a factor as specified in the building code, before loading the slab to the point where it cannot carry any more load. Results from the load test were compared to results obtain from analytical software package. The performance of the specimens that had banded-banded tendon layout was very similar to the specimens that had uniform-banded tendon layout, at actual operational load when in use. The failure loads for all specimens were considerably higher than the load they were designed for. The results suggest that steel fiber is a good alternative to conventional steel bars. The results from the load tests suggest that steel fiber can be used to strengthen post-tensioned flat plates which will lead to better performance and reduced cost.

Analyses of fluid inclusions and microstructures within the Papoose Flat pluton were used to investigate the chemistry and temperatures of fluids circulating with the pluton during cooling. Based on previous microstructural analyses, the interior of this late Cretaceous granitic to granodioritic pluton has been divided into three domains: i) a central core characterized by magmatic microstructures, ii) a middle domain of high temperature (>500°C) solid-state deformation, and iii) an outermost domain characterized by relatively low temperature (<5000°C) solid-state deformation. According to previously published anisotropy of magnetic susceptibility analyses and pluton cooling models, plastic flow occurred in both the outer part of the pluton and within its aureole rocks while the core of the pluton was still molten. Solid-state deformation is proposed to have stopped when the pluton interior cooled through its solidus less than 100,000 years after magma emplacement. Microstructural analysis of samples from all three domains confirmed the transition from magmatic flow in the core of the pluton to solid-state deformation at the pluton margin. However, weakly developed solid-state microstructures overprint the dominant magmatic microstructures in samples from the core domain. The existence of solid-state microstructures in all three domains indicates that deformation continued during and after crystallization of the interior of the pluton. Two phase, low salinity (< 26 wt% NaCl equivalent), liquid-rich aqueous fluid inclusions predominate within both quartz and feldspar grains in all samples. Throughout the pluton, the majority of fluid inclusions are hosted by deformed grains. Feldspar-hosted primary inclusions are associated with sericitic alteration. Inclusions were also observed in feldspar as secondary or pseudosecondary inclusions along fractures. Inclusions in quartz are frequently found near lobate grain boundaries or near triple junctions; linear pseudosecondary inclusion assemblages are commonly truncated against lobate boundaries between adjacent quartz grains, indicating that discrete microcracking events occurred during plastic deformation. Homogenization temperatures overlap for all three microstructural domains. Coexisting andalusite and cordierite in the contact aureole, and the intersection of the Mus + Qtz dehydration reaction with the granite solidus, indicate trapping pressures between 3.8 and 4.2 kb. Ninety-eight percent of the calculated fluid inclusion trapping temperatures at 3.8 - 4.2 kb are below the granite solidus of 650°C. Seventy-six percent of the trapping temperature data fall within the more restricted range of 350-500°C; i.e. at temperatures which are lower than the commonly cited brittle-ductile transition temperatures for feldspar at natural strain rates, but above those for quartz. No correlation could be established between trapping temperatures and either host mineral or microstructural domain within the pluton. The similar, relatively low trapping temperatures indicate that the majority of inclusions preserved in all three domains were trapped during the late low strain magnitude stages of solid-state deformation. The most common fluid inclusion trapping temperatures (400-500°C) in all three microstructural domains are similar to the deformation temperatures indicated by microstructures and crystal fabrics in the outer part of the pluton; these trapping temperatures are obviously lower than temperatures associated with contemporaneous solid state and magmatic flow in the pluton interior. The similar trapping temperatures within the pluton core and margin must indicate that the inclusion-trapping event migrated from the margin to the core of the pluton as it cooled, because fluid inclusions would rapidly equilibrate to a density appropriate for the PT conditions of their host minerals. / Master of Science