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Background: Running is one of the most popular branches of athletics. Running has several physiological benefits, such as a higher maximal oxygen consumption, increased muscle mass and reduced blood pressure. There have been plenty of discussions about what the most efficient running technique might be, should you use a short step length and a high step frequency or vice versa. It is generally known that you can increase your running speed by increasing your step frequency or your step length, and also both. However, maximal speed is achieved by increasing your step frequency rather than your step length. For endurance runners it is important to have a good running economy, because runners with a good running economy use less energy while running, and therefore require less oxygen than a runner with poor running economy. Previous research have not found any correlations between the length of the leg with step frequency or step length.  Aim: The aim of this study was to examine whether there are any significant correlations between the length of the leg in relation to the step frequency or the step length while running in different speeds.  Method: 15 trained males participated in this correlation study. All participants’ leg length were measured with a measuring tape. Three running trials, with the speeds of 12, 16 and 20 km/h were performed on a treadmill during 1 minute each. Between each trial the participants rested for 3 minutes. The trials were recorded with a video camera, and the participants individual step frequency, step length and heel or fore foot strike were collected. Persons coefficient of correlation test was used to analyze if there were any significant correlations between the length of the leg with step frequency and step length. Also a paired samples T test was performed to see if there was a significant increase between step frequency and step length with the speeds.  Result: There were no significant correlations (p>0,05) found between the length of the leg and the step frequency or the length of the leg and step length in any of the different speeds. The paired samples t-test showed a significant (p<0,001) increase in step frequency and step length with the different speeds.  Conclusion: In conclusion, according to the present study, there were no significant correlations found between the length of the leg with step frequency or step length, which is in consensus with previous research.  Therefore, it is not advisable to predict an individual’s step length based on their leg length. There are various factors involved in determining a person’s step length and step frequency, and this study showed that running speed is one important factor. This information may be useful for runners and their coaches to apply, so they avoid making interventions involving alternations in the runners step length based on their body dimensions, such as leg length.

The first topic of this thesis proposes a digital video decoder for NTSC. The new fully digital design employs a DDFS (digital direct frequency synthesizer) and an adaptive digital PLL to track and lock the demodulation carrier. The complexity of the digital video decoder, hence, is drastically reduced. The overall cost of the proposed design is 6.0 mm2 (39K gates). The maximum power dissipation is 86 mW at the hightest clock rate which is 21.48 MHz. The second topic is to carry out a codec (encoder-decoder) design for interfacing variable-length and fixed-length data compression. The poor memory efficiency caused by the variable-length words converting into a fixed-length packet such that the compression can be hardwaredly and parallelly processing is significantly improved. The proposed codec is to encode more symbols in the redundant bits of the padding bits of the fixed-length packets. This novel encoding scheme relaxes the intrinsic poor bit rate of the traditional fixed-length data compression.

This dissertation begins with proposing a novel street Connectivity Indicator (C.I.) to predict transit performance by identifying the role that street network connectivity plays in influencing the service quality of demand responsive feeder transit services. This new C.I. definition is dependent upon the expected shortest path between any two nodes in the network, includes spatial features with transit demand distribution information and is easy to calculate for any given service area. Subsequently, a methodology to identify and locate critical links within a grid street system for operating feeder transit services is also developed. A 'critical' street link causes the largest change in transit performance due to the link's removal or addition to an existing network. The most important contribution of this section on link criticality is to present a simple closed-form analytical formula in locating the critical link(s) for a grid street network system of 'any' size. Easily computable formulas have been provided and validated by simulation analyses. Another related model is proposed to compute the optimal grid street spacing that would enhance performance of a demand responsive feeder transit system. The model is tested using simulation. Lastly, an analytical model is also developed for estimating optimal service cycle length or headway of a demand responsive feeder transit service designed to serve passengers, especially during peak periods of demand. Simulation analyses over a range of networks have been conducted to validate the new C.I. definition. Results show a desirable monotonic relationship between transit performance and the proposed C.I., whose values are directly proportional and therefore good predictors of the transit performance, outperforming other available indicators, typically used by planners. Further, useful insights indicate a monotonic decrease in link criticality as we depart from the centrally located links to those located at boundaries. Using a real case example from Denver of the Call-n-Ride system operating similar to a demand responsive feeder transit, optimal cycle lengths differed very modestly from those computed using the model. Extensive simulations performed for different sets of feeder service areas and demand densities, further validated the optimal cycle length model.

Die Anwendung von Beinlängentests spielt in der Chiropraktik als auch in der manuellen Medizin eine große Rolle. In den meisten Fällen ist beschrieben, dass Beinlängendifferenzen durch Subluxationen im Beckengürtel entstehen (Ausnahmen werden in Punkt 5.4 dargelegt). Diese These zu überprüfen und mit eigenen Erfahrungen abzugleichen, ist dem Autor schon seit geraumer Zeit ein Anliegen. Es ist auch zu klären, welche Art der Beckensubluxation zur Beinlängendifferenz (BLD) führt. Die Voraussetzungen für diese Untersuchung sind in der eigenen Praxis des Autors, im Haus der Chiropraktik gegeben, da alle Patienten ausschließlich nach Vorlage von Röntgenbildern behandelt werden. Diese werden in dem dafür entwickelten Programm X-Ray Solution vermessen und gespeichert. In der Sacro Occipital Technik (SOT) von Dr. M. B. DeJarnette DC, der Aktivator Technik, als auch der Thompson Terminal Point Technik (TTPT) wird auf der Seite des kurzen Beines von einem PI oder Ex Ilium ausgegangen. Als PI Ilium wird eine Beckenverschiebung nach posterior und inferior beschrieben. Referenzpunkt dafür ist die Spina iliaca posterior superior (SIPS). Verschiebt sich diese nach extern, so wird diese Subluxation als Ex Ilium bezeichnet. Je nach Technik werden aber vorher die Halswirbelsäule als Verursacher sowie eine bestimmte Art von Knie- und Fuß-Subluxationspattern ausgeschlossen.

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Germination of plants is one of the most important stages during their growth which is often influenced by environmental stresses, especially drought and salinity. This study was conducted to investigate the effects of salinity and drought on seed germination and growth of Lathyrus sativa. The experiment was laid out in a completely randomized design with factorial arrangement in 4 replications. Salinity treatments were 0, 2, and 4 dS/m and drought treatments included 0, 0.4, 0.8, 1.2 MPa. Salinity and drought treatments were prepared by using sodium chloride and polyethylene glycol 6000, respectively. The results showed that salinity and drought stresses decreased germination percentage, root and radicle length.

Indiana University-Purdue University Indianapolis (IUPUI) / Objective: Nutritional assessment of infants in the Newborn Intensive Care Unit (NICU) depends on the performance of accurate, serial anthropometric measurements. In this Level IV NICU, nurses used tape measures more often than length boards making the length measurements inaccurate. The purpose of this study is to determine if an in-person, hands-on length board training program versus a self-instruction poster education, increases the use of length boards to measure length in NICU infants. Methods: Two nursing in-service education training sessions on how to correctly use a length board were held with the NICU staff over two separate two (2-week) periods. One session consisted of a self-direct education training method. The second education method was an in-person interactive learning experience with hands on practice. At the end of each education session, the participants completed the same four-question post-test. One month later, data was collected for one month following each of the training periods on the tool used to obtain linear measurements on infants in the NICU. Statistics: A 2x2 contingency table was constructed using the two qualitative variables of length board uses after the poster education versus length board uses after the live in-service education. Analysis was performed using SAS 9.4 ™ statistical software. Chi squared equals 93.980 with 1 degree of freedom. P-value <0.0001. Results: The month following the self-directed poster education, two hundred ninety-one (291) or 92% measurements were obtained using a tape measure and 19 (7%) obtained using a length board. The month following the interactive, in-service training, one hundred forty-eight (148) or 57% measurements were obtained using a tape measure and 105 (41%) with a length board. Thirty five percent (35%) more length measurements were obtained using a length board after the line in-service training (P-value <0.0001). Conclusion: Nurses in a Level IV Newborn Intensive Care Unit utilized length boards significantly more after a live in-service education than after a self-directed education.

The first objective of this thesis was to assess the effect of casting orientation on bond strength in pretensioned prestressed concrete members. The "top strand effect" was evaluated through transfer and development length tests of prestressed concrete beams. Eight beams were cast with normal orientation, while four beams were cast with inverted orientation so that a significant depth of fresh concrete was placed below prestressing strands. Discrete transfer lengths were determined at the ends of each beam by measuring concrete surface strains. Inverted casting orientation caused an average 70 percent increase in transfer length. Some transfer lengths in beams with inverted casting orientation exceed current ACI and AASHTO code provisions. All measured transfer lengths were less than 90 strand diameters (45 in. for 0.5 in. diameter strands). Ranges of development length were determined through iterative load testing. The top strand effect on development length was more qualitative than quantitative. Ranges of development length in normal beams were conservatively less than code provisions. Ranges of development length in beams with inverted casting orientation were much closer to and sometimes exceeded code provisions. It is recommended that ACI and AASHTO code provisions for the development length of prestressing strand be modified to include the same magnification factors that are specified for the development length of deformed bars with twelve or more inches of fresh concrete placed below. The second objective of this thesis was to compare experimentally measured prestress losses to theoretical calculations. Theoretical prestress losses were calculated according to PCI and AASHTO Refined methods. These methods produced similar results. Prestress losses were experimentally measured by vibrating wire gages and flexural load testing. Vibrating wire gages were used to monitor internal concrete strains. Two methods were used to reduce vibrating wire gage data: an upper/lower bound method and a basic method. The upper/lower bound method produced distorted data that was unreasonable in some cases. The basic method was more reasonable, but resulted in some prestress loss measurements that were greater than theoretical predictions. Flexural load testing was used to back calculate prestress losses from crack initiation and crack reopening loads. Prestress losses measured by crack initiation loads were generally greater than theoretical values. Losses measured by crack reopening loads were distorted. The distortion was attributed to difficulty in isolation of the correct crack reopening load. Large measurements of prestress losses by the basic vibrating wire gage and crack initiation methods suggested that losses occurred between the time when concrete was poured and prestress transfer occurred. Such losses are not accounted for in current code provisions. More research is recommended to determine the magnitude of these additional losses and their effect on design. / Master of Science