Urban Outfitters, Inc.. Employee Self Assessment Form.

URBAN OUTFITTERS, INC. Employee Self Assessment Form Employee Name: Jasmine Tate Department: Training Employee Title: Training Coordinator Manager Name: Alisha Traynum Accomplishments (Describe your accomplishments in the past year against mutually understood goals and objectives for the position. Also, list any accomplishments you achieved which were outside of your general job role.) Instructed over 435 agents to prepare them to be successful employees at URBN Throughout the holiday classes, I increased my teaching time by teaching larger sections in both day and night classes. Designed Training Certificates to hand out to agents who earned a 100 on their assessment. Taught classes to email and chat agents using Needle and†¦show more content†¦Assisted in the gift card department by processing gift cards and alerts, throughout the holiday season. Growth (Describe the key competencies and performance factors you have developed, especially in the past year, to make yourself a more valuable and versatile member of the organization. How have you grown or what have you contributed towards the company’s growth.) Personal responsibility and accountability, my actions directly affect the team and the company. Gained proficiency in usage of KANA by working on emails during the holiday season this has made me feel more confident training email agents. Gained confidence as a trainer by teaching more sections during the holiday training classes. Increased Training Assessment scores drastically, by working with the training team to change teaching methods by making training interesting and more relatable to new agents. Developmental Needs (Describe the key competencies and performance factors you feel you need to further develop.) I need improvement on being more confident teaching unfamiliar sections. Slowing down and being less nervous teaching sections. I know how to teach the material and to do it efficiently but I need to doubt myself less. Being more efficient in posting Memos and Promos on the Hub. This includes using time management skills to ensure this information is posted for agents. Career Interests (Indicate your career interests including the kind ofShow MoreRelatedRetail Management8432 Words   |  34 Pagesretail chains. Firms with strong sales growth tend to fall into one of three camps – hot, high-growth youth retailers like Pacific Sunwear (www.pacsun.com), Urban Outfitters (www.urbanoutfitters.com), Hot Topic (www.hottopic.com), and Aero-postale (www.aeropostale.com), mature but re-invigorated multi-brand mega-specialists like Gap Inc. (www.gapinc.com) and Limited Brands (www.limitedbrands.com); and Chico’s (www.chicos.com), which stands alone within the channel as a result of carving out a veryRead MoreRetail Management8444 Words   |  34 Pagesand retail chains. Firms with strong sales growth tend to fall into one of three camps – hot, high-growth youth retailers like Pacific Sunwear (www.pacsun.com), Urban Outfitters (www.urbanoutfitters.com), Hot Topic (www.hottopic.com), and Aero-postale (www.aeropostale.com), mature but re-invigorated multi-brand mega-specialists like Gap Inc. (www.gapinc.com) and Limited Brands (www.limitedbrands.com); and Chico’s (www.chicos.com), which stands alone within the channel as a result of carving out a veryRead MoreStephen P. Robbins Timothy A. Judge (2011) Organizational Behaviour 15th Edition New Jersey: Prentice Hall393164 Words   |  1573 PagesEducation, Inc., publishing as Prentice Hall. All rights reserved. Manufactured in the United States of America. This publication is protected by Copyright, and permission should be obtained from the publisher prior to any prohibited reproduction, storage in a retrieval system, or transmission in any form or by any means, electronic, mechanical, p hotocopying, recording, or likewise. To obtain permission(s) to use material from this work, please submit a written request to Pearson Education, Inc., Permissions

The Effects of Aerobic Exercise Among Adolescents with...

The Effects of Aerobic Exercise Among Adolescents with Mild to Moderate Depression Kaplan and Sadock (as cited in Brollier, Hamrick Jacobson, 1994) stated that depression, during the teen years, has become an increasing area of concern in psychiatry (Kaplan Sadock, 1991. Kashani, Carlson, Beck, Hoeper, Corcoran, McAllister, Fallahi, Rosenberg and Reid (as cited in Brollier, Hamrick , Jacobson, 1994) studied the prevalence of depression in adolescents and reported that approximately 8% of adolescents experienced depressive disorders. Kaplan and Sadock (as cited in Brollier et al., 1994) suggested that new forms of treatment are needed when dealing with adolescents because adolescents often do not respond well to medications,†¦show more content†¦Only a handful of studies have been completed to observe this area of study. Norris, Carroll and Cochrane (1992) found that students at a secondary school who stated they exercised regularly, produced lower scores on the Multiple Affect Adjective Check List, developed by Zukerman and Lubin. Brown, Welsh, Labbe, V itulli and Kulkarni (1992) found that aerobic exercise was beneficial for 54 depressed patients, of both sexes, with the average age being 15.6 years of age. However, this study found that the female participants reported a greater amount of change in depression, anger, exhaustion, anxiety and confusion, following the nine week study. Although the male subjects did see improvements in their psychological states, the female participants were slightly better off. Another study conducted by Brollier et al. (1994) found that of the four adolescent, male participants they were able to work with in their study, all were able to gain some benefit from the aerobic exercise of jogging. All the participants reported less depressive symptoms, as well as enhanced energy, and a better self concept in general. Although there have been a few studies conducted in the area of exercise and depression, almost all the studies have used aerobic exercise as their independent variable, with only a fewShow MoreRelatedIs Obesity A Growing Problem? Essay1319 Words   |  6 PagesMore than 80 percent of adolescents do not get enough aerobic physical activity to meet the guidelines for youth (Physical Activity, 2014). When adolescents do not get the proper amount of physical activity needed to keep them healthy it puts them at risk for; a decrease in bone health, cardiorespiratory and muscle health, an increase in body fat, and possible depression. Obesity is a growing problem in America not only with adults but also with school aged children. 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A client with a myocardial infarctionRead MorePsych Exam Chapter 121626 2 Words   |  66 Pagesscenario, the missed connection is an example of a _____, and his response to the missed connection is an example of _____. A) life event; the exhaustion stage of the general adaptation syndrome B) stressor; stress C) hassle; the stress contagion effect D) stress; stressor Page 1 5. The branch of psychology that studies how biological, behavioral, and social factors influence health, illness, medical treatment, and health-related behaviors is called: A) social psychology. B) biological psychologyRead Morepreschool Essay46149 Words   |  185 Pagesdomains often receive less attention than some of the other domains, but they are equally important for preschool children’s overall learning and development. As research that is summarized in this volume indicates, physical v vi exercise and healthy routines and nutritional choices set the stage for lifelong healthy habits. The recent NAEYC report underscores the need for children to play outside, use their large muscles, and engage in vigorous physical activities every dayRead More_x000C_Introduction to Statistics and Data Analysis355457 Words   |  1422 PagesExperimental Design 51 2.5 More on Observational Studies: Designing Surveys (Optional) 56 2.6 Interpreting and Communicating the Results of Statistical Analyses 61 Activity 2.1 Designing a Sampling Plan 63 Activity 2.2 An Experiment to Test for the Stroop Effect 64 Activity 2.3 McDonald’s and the Next 100 Billion Burgers 64 Activity 2.4 Video Games and Pain Management 65 Graphing Calculator Explorations 69 3 Graphical Methods for Describing Data 75 3.1 Displaying Categorical Data: Comparative BarRead MoreDeveloping Management Skills404131 Words   |  1617 PagesData Whetten, David A. (David Allred) Developing management skills /David A. Whetten, Kim S. Cameron.—8th ed. p. cm. Includes bibliographical references and index. ISBN 978-0-13-612100-8 1. Management—-Study and teaching. 2. Management—Problems, exercises, etc. Kim S. II. Title. HD30.4.W46 2011 658.40071 173—dc22 I. Cameron, 2009040522 10 9 8 7 6 5 4 3 2 ISBN 10: 0-13-612100-4 ISBN 13: 978-0-13-612100-8 B R I E F TA B L E O F C O N T E N T S Preface xvii Introduction 1 PART I Read MoreStephen P. Robbins Timothy A. Judge (2011) Organizational Behaviour 15th Edition New Jersey: Prentice Hall393164 Words   |  1573 PagesWorkplace Bullying Are Men Attacking Women† 12 An Ethical Choice Can You Learn from Failure? 24 glOBalization! Does National Culture Affect Organizational Practices? 30 Point/Counterpoint Lost in Translation? 31 Questions for Review 32 Experiential Exercise Workforce Diversity 32 Ethical Dilemma Jekyll and Hyde 33 Case Incident 1 â€Å"Lessons for ‘Undercover’ Bosses† 34 Case Incident 2 Era of the Disposable Worker? 35 vii viii CONTENTS 2 2 The Individual Diversity in Organizations 39

Essay on Beowulf - Profile Of An Epic Hero - 586 Words

There are stories told all over the world handed down from generation to generation. Some remember these stories by memory, but are lost in time, and some write them down to be remembered forever as a part of history. Beowulf is one such story that has been mysteriously remembered for many centuries. I’ve very much enjoyed reading Beowulf. However, since this story has been around for so long many people have added, reduced, or omitted bits and pieces of the story. In other words, it has become an almost epic legend, never knowing if it was real or if it is rumor. And like any rumor being told to others, the story gets better and better over time like a fine wine. Since this poem has been around for many centuries, it is clear in much of†¦show more content†¦The narrator depicts Grendel as â€Å"a powerful demon† and a â€Å"fiend out of hell† and even incorporates where this abomination is derived from. The narrator tells us that he emerged from the cur se of â€Å"the Creator† in which he â€Å"condemned as outcasts†. This story is derived from the book of Genesis in the bible. In which states, â€Å"And the LORD set a mark upon Cain, lest any finding him should kill him†-Genesis 4:15. The narrator refers to one god many times in the story and incorporates many sayings in the bible from the Old Testament as well as some from the New Testament, such as the beatitudes. The beatitudes can be found in the New Testament in Mathew 5:1-12. The beatitudes are said to be the teachings of Jesus, which opens the Sermon on the Mount. In the bible are also many forms of â€Å"Blessed is he† in which we also see in Beowulf. â€Å"But blessed is he who after death can approach the Lord and find friendship in the Father’s embrace.† This verse in the poem not only acknowledges that there is one God the father but also acknowledges that there is a son for you can’t be a father without having a son. 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Literature Review on Finite Element Analysis of Pile Foundations

Question: Discuss about the Literature Review on Finite Element Analysis of Pile Foundations. Answer: Introduction Pile foundations are used as medium between unstable soil and solid ground in order to initiate construction of solid structures like building, pillar, etc. These pile foundations exhibit different behavior in different physical conditions and external factors. Hence, the pile foundation behavior has been a subject of research for a long time. Many researchers have tested and used different research techniques for understanding the nature and behavior of pile foundation according to different external characteristics. Different researchers used different external factors to analyze the change in the behavior of pile foundation with the change in the effect of external factors. Again, different researchers used different techniques and methods for the research purposes that have given different and nearly accurate results on the behavior of pile foundations. In this assignment, the works of different researchers have been analyzed and the results have been discussed. Literature Review Gerolymos et al. (2014, pp.18-20) used beam on Winkler foundation model (BWF) for the analysis of pile foundations against static and dynamic loading. They mainly based their research on the soil behaviour against deflecting pile. They also analysed soil and interface non-linearities (slippage and separation of the pile from the soil), frequency-dependent visco-plastic response (radiation damping) and cyclic hysteretic soil behaviour during a dynamic pile-soil interaction. The main question of their research was How the frequency-dependent nonlinear characteristics of the sub grade reaction for laterally and axially loaded piles can be realistically captured through topologically appropriate assemblies of spring and dashpots with frequency independent parameters? In their research paper, they published a soil reaction model in which they used non-linear frequency-independent springs and dashpots in a series-parallel arrangement. Their model is suitable for the sample pile subjected to horizontal or axial load. They used some equations and parameters for designing a soil reaction model. After the soil modeling, they conducted their experiment by using different configurations like Axial Loading and Lateral Loading used different techniques and verified the obtained results. Their research results contained the following factors that they found to be realistically capturable with the help of a simple lumped parameter model. Relation with frequency Non-linearity of material and interface Radiation-hysteresis coupling Their lumped parameter model consisted of a set of appropriately arranged frequency independent springs masses and dashpots. Li, Guan Zhang (2016, pp.177-193) analysed the pile foundation behaviour due to the effect of ocean waves by using the transient dynamic analysis with scaled boundary finite element method. In this process, they chose the semi-analytic numerical method (scaled boundary finite element method) for investigating pile foundation time-dependant behaviour under ocean wave loads. They also used Wave-Structure Interaction (WSI) framework for their research. To address the problems of WSI framework, they took the help of three-dimensional SBFEM model. They mainly emphasized on mathematical calculations rather than collecting samples and practical experiments. They used scientific formulae and calculations to find the results and hence, their results had some errors that can only be removed by verifying with the practical and experimental results. Hence, this method was called semi-analytic method. They first analysed the problems and summarized them using formulations. After that, they analysed wave behaviour and structural response for calculating approximate numerical values for the pile behaviour. For their research, they used SBFEM model in order to address the magnitude of interaction between waves and structures. They also executed model validation process with the help of softwares and produced a number of graphical representations of different equations. They also made a graphical comparison between FEM and SBFEM and published the results that were to some extent inaccurate with respect to practical values. Brinkgreve (2014) made a more realistic and simple approach by using software 3D modelling techniques. He recreated some software generated replicas of different building foundations and other structures. He applied mathematical calculations and models in these models to analyse the behaviour of the pile foundations. He also used different sample case studies in order to analyse different types of behaviour of pile foundations from different external agents. The simplicity of Brinkgreves (2014) approach made it possible for a more precise analysis of pile foundation behaviour. His technique is suitable for analysing pile behaviour of some foundations that cannot be analysed in situ. However, the main problem with this approach is that it requires high technical support. Moreover, the software costs are also extremely high. Finally, accurate practical results are also not obtainable with this technique. Kato et al. (2014) conducted another study regarding this subject but based on a single case study. They analysed pile foundation behaviour that was affected by liquefaction and lateral spreading with pinning effect that occurred during the 2010 Maule Chile Earthquake. Their main objective of study was the analysis of the soil behavior and change in stability and performances due to high powered impact such as earthquake. In this particular research, they analyzed a number of mini case studies i.e. they analyzed different structures that were affected by the earthquake. Their analysis resulted in the following conclusions. The laterally loaded pile behavior is actively affected by the 3D geometry used for its construction. Two approaches, namely, 3D FEM and LPile, can be used to determine the lateral displacement of the foundations and this resulted in deviation between 5 to 25 cm. Slope displacements can actively affect pile foundation behavior but are frequently ignored, as the effects are not clearly visible. As evident from most of the cases, pinning effect acts as a barrier for analyzing pile behavior as its effect appears even before maximum restriction force of the pile is achieved. NiniĆ¡, Stascheit Meschkes (2014, pp.1453-1476) research was based Embedded beam formulation for discretization independent finite element analyses of interactions between pile foundations or rock anchors and the surrounding soil i.e. they mainly based their research on the formulation of embedded beam after analyzing the behavior of the pile foundation and soil interaction. Instead of modeling and formulations, they considered a simple beam structure that was to be erected on the soil after the analysis of pile foundation behavior. For this purpose, they considered arbitrary number of pile foundations and analyzed them against an arbitrary number of pile foundation orientations. In this model, they represented beam elements as individual piles. The benefit of this approach was that they were able to use analyze and find results under different conditions and arrangements. They also used 3D reference model for calculating some important parameters. However, this provided i naccurate results and errors had to be detected and removed to obtain nearly accurate results. Evaluation Gerolymos et al. (2014, pp.18-20) observed that the pile periphery generated waves are completely absorbed by the used absorbents when 20% loading is used. When 120% ultimate static soil reaction is generated by the used processes, they found that the pile is not generating any waves. They found that this is caused by intense mobilization of the slippage and the energy gets dissipated by radiation. Li, Guan Zhang (2016, pp.177-193) has provided a more specific approach to the topic and has limited their research to ocean waves as external factors. From their research, the actual magnitude of the effect of ocean waves on the pile behaviour foundations can be known. Brinkgreves (2014) approach has made it possible to study and analyse pile foundation behaviour using simple mathematical modelling techniques. His research provides graphical representations and model diagrams that can be used as bases for further research using mathematical formulations. Kato et al. (2014) provides a specific approach towards the pile foundation behaviour against large magnitude impacts like earthquake. They used a specific case study for analysis and provided more accurate results along with the constraints related to the study of pile foundation behaviour in this type of case study. NiniĆ¡, Stascheit Meschkes (2014, pp.1453-1476) approach included the use of embedded beam as an element required for the study of the pile foundation behavior. They made simplified approach that included different orientations of elements to consider different behaviors of the pile foundations against different external conditions. Conclusions From the report, several conclusions can be drawn regarding the Finite Element Analysis of Pile Foundations. As evident from the works on this topic, many researchers have tested and used different research techniques for understanding the nature and behavior of pile foundation according to different external characteristics. Different researchers used different external factors to analyze the change in the behavior of pile foundation with the change in the effect of external factors. Gerolymos and his fellow researchers used beam on Winkler foundation model (BWF) for the analysis of pile foundations against static and dynamic loading. They mainly based their research on the soil behaviour against deflecting pile. On the other hand, Li, Guan Zhang analysed the pile foundation behaviour due to the effect of ocean waves by using the transient dynamic analysis with scaled boundary finite element method. In this process, they chose the semi-analytic numerical method (scaled boundary fin ite element method) for investigating pile foundation time-dependant behaviour under ocean wave loads. Again, Brinkgreve made a more realistic and simple approach by using software 3D modelling techniques. He recreated some software generated replicas of different building foundations and other structures. Kato and his team, on the other hand, conducted another study regarding this subject but based on a single case study. They analysed pile foundation behaviour that was affected by liquefaction and lateral spreading with pinning effect that occurred during the 2010 Maule Chile Earthquake. NiniĆ¡, Stascheit Meschke followed another approach and based their research on the formulation of embedded beam after analyzing the behavior of the pile foundation and soil interaction. Instead of modeling and formulations, they considered a simple beam structure that was to be erected on the soil after the analysis of pile foundation behavior. All these different approaches provided d ifferent results and outcomes, but they can be used as benchmark values for the pile foundation behavior against different external factors. Hence, it can be said that, different approaches were made to find different results from the same case analysis but all these results can be accumulated together to find a regular set of values that can be used as future reference and standard behavioral characteristics of the pile foundation against different external factors. References Brinkgreve, R.B., 2014, April. Efficient modelling of pile foundations in the finite element method. InDFIMEC 2014, Dubai, UAE. AUD. Gerolymos, N., Kassas, K., Bouzoni, E. Brinkgreve, R., 2014, June. Dynamic analysis of piles subjected to axial and lateral loading with emphasis on soil and interface nonlinearities. InProceedings of the 8th European conference on numerical methods in geotechnical engineering, Delft, The Netherlands, in CD Rom(pp. 18-20). Kato, K., Gonzales, D., Ledezma, C. Ashford, S., 2014, July. Analysis of pile foundations affected by liquefaction and lateral spreading with pinning effect during the 2010 maule chile earthquake. InProceedings of the 10th National Conference on Earthquake Engineering; Anchorage, AK, Earthquake Engineering Research Institute. Li, M., Guan, H. Zhang, H., 2016. Transient dynamic analysis of pile foundation responses due to ocean waves using the scaled boundary finite element method.Journal of Ocean Engineering and Marine Energy,2(2), pp.177-193. NiniĆ¡, J., Stascheit, J. Meschke, G., 2014. Beamsolid contact formulation for finite element analysis of pilesoil interaction with arbitrary discretization.International Journal for Numerical and Analytical Methods in Geomechanics,38(14), pp.1453-1476. Bibliography Byrne, B.W., McAdam, R., Burd, H., Houlsby, G., Martin, C., Zdravkovi, L., Taborda, D., Potts, D., Jardine, R. Sideri, M., 2015. New design methods for large diameter piles under lateral loading for offshore wind applications. In3rd International Symposium on Frontiers in Offshore Geotechnics (ISFOG 2015), Oslo, Norway, June(pp. 10-12). Chatterjee, K., Choudhury, D. Poulos, H.G., 2015. Seismic analysis of laterally loaded pile under influence of vertical loading using finite element method.Computers and Geotechnics,67, pp.172-186. Das, B.M., 2015.Principles of foundation engineering. Cengage learning. Gashti, E.H.N., Uotinen, V.M. Kujala, K., 2014. Numerical modelling of thermal regimes in steel energy pile foundations: A case study.Energy and buildings,69, pp.165-174. Hamayoon, K., Morikawa, Y., Oka, R. Zhang, F., 2016. 3D dynamic finite element analyses and 1g shaking table tests on seismic performance of existing group-pile foundation in partially improved grounds under dry condition.Soil Dynamics and Earthquake Engineering,90, pp.196-210. Jayasinghe, L.B., Thambiratnam, D.P., Perera, N. Jayasooriya, J.H.A.R., 2013. Computer simulation of underground blast response of pile in saturated soil.Computers Structures,120, pp.86-95. Keawsawasvong, S. Ukritchon, B., 2016. Finite element analysis of undrained stability of cantilever flood walls.International Journal of Geotechnical Engineering, pp.1-13. Laursen, T.A., 2013.Computational contact and impact mechanics: fundamentals of modeling interfacial phenomena in nonlinear finite element analysis. Springer Science Business Media. Luo, C., Yang, X., Zhan, C., Jin, X. Ding, Z., 2016. Nonlinear 3D finite element analysis of soilpilestructure interaction system subjected to horizontal earthquake excitation.Soil Dynamics and Earthquake Engineering,84, pp.145-156. Padrn, L.A., Surez, A., Aznrez, J.J. Maeso, O., 2015. Kinematic internal forces in deep foundations with inclined piles.Earthquake Engineering Structural Dynamics,44(12), pp.2129-2135. Papadopoulou, K., Saroglou, H. Papadopoulos, V., 2014. Finite Element Analyses and Experimental Investigation of Helical Micropiles.Geotechnical and Geological Engineering,32(4), pp.949-963. Rowe, R.K. Liu, K.W., 2015. Three-dimensional finite element modelling of a full-scale geosynthetic-reinforced, pile-supported embankment.Canadian Geotechnical Journal,52(12), pp.2041-2054. Wang, W., Regueiro, R.A. McCartney, J.S., 2015. Coupled axisymmetric thermo-poro-mechanical finite element analysis of energy foundation centrifuge experiments in partially saturated silt.Geotechnical and Geological Engineering,33(2), pp.373-388. Yun, L., Cheng, W., Yingren, Z. Zongxing, Z., 2013. Study on Strength Reduction FEM of Bearing Capacity Analysis on Composite Foundation with Underwater Sand Piles [J].Chongqing Architecture,2, p.010. Zhao, B., Liu, Y., Goh, S.H. Lee, F.H., 2016. Parallel finite element analysis of seismic soil structure interaction using a PC cluster.Computers and Geotechnics,80, pp.167-177.