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Miller, Rudolph P., and Edward J. Dwyer. "Strengthening Prediction Competencies in Reading Through Using an Overhead Projector." Digital Commons @ East Tennessee State University, 1989. https://dc.etsu.edu/etsu-works/3366.
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Wijekoon, R. R. A., University of Western Sydney, of Performance Fine Arts and Design Faculty, and School of Design. "Strategies for the use of interactive multimedia to train extension workers in developing countries." THESIS_FPFAD_SD_Wijekoon_R.xml, 1999. http://handle.uws.edu.au:8081/1959.7/405.
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A key feature of recent agricultural extension programs has been the focus on increased participation for local, rural communities in the overall decision-making process. This move towards increasing community participation has raised expectations in terms of communication: communication between central research facilities and rural communities, between rural communities and central research facilities, and amongst the rural communities themselves. In order to provide effective communication along each of these channels, attention is turning to the extension trainers deployed in the field. For extension trainers this emerging communication role is distinct from, and supplementary to, the conventional technical training function. The thesis highlights the lack of effective training in communication skills in existing extension training programs. It identifies the flip chart as the most widely used visual aid for farmer training, and the overhead projector as the most widely used visual aid for in-service training. The thesis develops a comprehensive set of training competencies and content for teaching those two technologies, derived from individual task analyses and an extensive literature review. A range of strategic alternatives for the delivery of those competencies in a developing country are then formulated and examined. Central to the different strategies considered is the use of interactive multimedia as a key delivery technology. Two proprietary CDROMs have been designed and produced specifically to the support training in the design and production skills for overhead projector and flip chart technologies. The design, content and production of the CDROMs is described, and both technical and user evaluations are presented. The two CDROMs have been field-tested in Sri Lanka, across a broad range of strategic alternatives. The outcome is a set of guidelines and specific structures for training programs in overhead projector and flip chart technologies. The guidelines are generic and broadly applicable. The case studies also indicate a particular subset of preferred strategies for the future deployment of interactive multimedia-based training in developing countries. Most specifically, the thesis indicates a balance between and the need for mix of interactive multimedia modules along with face-to-face training supportDoctor of Philosophy (PhD)
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Wijekoon, R. R. A. "Strategies for the use of interactive multimedia to train extension workers in developing countries." Thesis, View thesis, 1999. http://handle.uws.edu.au:8081/1959.7/405.
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A key feature of recent agricultural extension programs has been the focus on increased participation for local, rural communities in the overall decision-making process. This move towards increasing community participation has raised expectations in terms of communication: communication between central research facilities and rural communities, between rural communities and central research facilities, and amongst the rural communities themselves. In order to provide effective communication along each of these channels, attention is turning to the extension trainers deployed in the field. For extension trainers this emerging communication role is distinct from, and supplementary to, the conventional technical training function. The thesis highlights the lack of effective training in communication skills in existing extension training programs. It identifies the flip chart as the most widely used visual aid for farmer training, and the overhead projector as the most widely used visual aid for in-service training. The thesis develops a comprehensive set of training competencies and content for teaching those two technologies, derived from individual task analyses and an extensive literature review. A range of strategic alternatives for the delivery of those competencies in a developing country are then formulated and examined. Central to the different strategies considered is the use of interactive multimedia as a key delivery technology. Two proprietary CDROMs have been designed and produced specifically to the support training in the design and production skills for overhead projector and flip chart technologies. The design, content and production of the CDROMs is described, and both technical and user evaluations are presented. The two CDROMs have been field-tested in Sri Lanka, across a broad range of strategic alternatives. The outcome is a set of guidelines and specific structures for training programs in overhead projector and flip chart technologies. The guidelines are generic and broadly applicable. The case studies also indicate a particular subset of preferred strategies for the future deployment of interactive multimedia-based training in developing countries. Most specifically, the thesis indicates a balance between and the need for mix of interactive multimedia modules along with face-to-face training support
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Strandberg, Jens. "Overhead and Behind : a glossary." Thesis, Konstfack, Institutionen för Konst (K), 2012. http://urn.kb.se/resolve?urn=urn:nbn:se:konstfack:diva-3650.
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Overhead and Behind is an ongoing learning exercise in three parts: Working Conditions, The Refusal of Objects and Disturbing Distribution (forthcoming). Through learning by doing, it unfolds new episodes as an attempt to look at the act of orientating different standpoints. The different parts of Overhead and Behind are examined in series of episodes and an ongoing glossary that expands words connected to the learning exercise. The purpose of Overhead and Behind is (a) to see how structures over-ones-head conceals value systems which conforms working conditions and (b) to practice the method of “being behind”, i.e. to slow-down and counterpose progress. The third aim (c) is to see how these standpoints can be practiced and how this act can insert a new valorization-system.
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Duman, Alpay. "The use and run-time overhead of Corba in MSHN project." Thesis, Monterey, Calif. : Springfield, Va. : Naval Postgraduate School ; Available from National Technical Information Service, 1998. http://handle.dtic.mil/100.2/ADA356260.
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Thesis (M.S. in Computer Science) Naval Postgraduate School, September 1998."September 1998." Thesis advisor(s): Debra Hensgen, Ted Lewis. Includes bibliographical references (p. 77-78). Also available online.
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Chan, Tak-Wa (Caroline). "Improving the estimation of project overheads in construction companies in Hong Kong." Thesis, Loughborough University, 2007. https://dspace.lboro.ac.uk/2134/34843.
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Project overheads cover the site cost of administrating a project as a whole, rather than a particular work section. Estimation of these items is one of the routine tasks of all parties including the contractors and project owners. Nevertheless, our understanding of this subject mainly lies on the theoretical level due to the limited empirical study in the past. More importantly, estimation of project overheads demands a lot of expertise but still exhibits a high risk of inaccuracy. Therefore, the aims of this research study are to explore the estimation and expenses of project overheads in practice and to devise an efficient model for project overheads estimation.
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Jaya, N. M. "An activity-based cost controlling model for improving the management of construction project overheads." Thesis, University of Salford, 2014. http://usir.salford.ac.uk/30758/.
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The construction industry was considered very important as it contributed a significant part of the Gross Domestic Product (GDP) for the economic development of any country. Construction projects appeared to have high expenditures and complex processes that involved a wide range of participants, stakeholders, investments, and technologies. This continued to increase construction project overheads considerably. Project overheads were common to multiple cost objects, but cannot readily be allocated directly to particular construction activities. The traditional costing system added project overheads to construction cost on a percentage basis, which often provided inaccurate distributions for most of the activities. The current cost accounting management approach focused too much on satisfying external standard requirements, consequently paying little attention to internal cost management improvements. This research proposed an Activity-Based Cost Controlling (ABCC) model through the identification of overheads in construction projects, the analysis of Critical Success Factors (CSFs), and application of the Activity-Based Costing (ABC) system for improving the Cost Management and Controlling Practices (CMCPs) of construction project overheads. The critical realist philosophical stance with multiple case studies was adopted for this research. Data collection used questionnaire survey, project documentation, observations, and interviews. Data analysis utilised descriptive statistics, Analytic Hierarchy Process (AHP), the ABC system and Earned Value Measurement System (EVMS), content analysis and cognitive mapping. Forty seven generic overheads were identified, however, eight overheads were eliminated for construction projects. The remaining 39 overheads were the most often present in construction projects and were categorised into Unit, Batch, Project, and Facility levels. 40 CSFs were identified and grouped into eight, out of which three were identified as priority areas (requirement of a robust method and tool - METOOL, understanding the market condition - MARCON, and managing project complexity - PROCOM). The ABCC model was developed using three themes: the construction project overheads, the ABC system, and the CMCPs. The top three priority CSFs were incorporated into the CMCPs’ tools and techniques for implementation of the ABCC model. The opinions of experts (senior and operational management levels) were used to validate the ABCC model, which generated 36 concepts that were incorporated into the model during the refinement stage. Therefore, the ABCC model was developed for improving the management of construction project overheads to increase the body of knowledge.
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Zatloukal, Ondřej. "Rozdíl mezi předběžnou a výslednou cenou stavební zakázky." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240258.
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This thesis is focused on comparing prices for a preliminary reconstruction of the building and the final price after its finished. Theoretical part deals with the procurement, pricing and budget construction. In the practical part I describe ways to create a price of the selected object reconstruction, the change in the course of implementation and the results upon completion.
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Sloviaková, Michaela. "Rozpočtový proces a zpracování rozpočtu ve firmě zabývající se výrobou." Master's thesis, Vysoká škola ekonomická v Praze, 2011. http://www.nusl.cz/ntk/nusl-113653.
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The subject of the thesis is to assess whether the company MBB Technik Ltd. use some management tools, namely the management of overhead costs with budgets and calculation of variable costs. If so, whether it is beneficial for the manager, or whether it has got just purely administrative character. At first I described the different types of accounting, which we might find in the practice, and then I focused on management, where I defined the different types of costs and ways to control costs, which we might find in company. Specifically I also pay attention to management of overhead costs and calculation of variable costs. Eventually I worked out in detail what kind of budgets the company MBB Technik Ltd. used, properly I described them and I showed them how much managers are interested in budgets.
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Shashko, Maryna. "Ocenění stavebního díla v ČR a na Ukrajině." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-227039.
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The main aim of this master’s thesis is to find out the extent of costs for construction in CZ and Ukraine. Costs for the construction were calculated according to the conditions in CZ an according to the conditions in Ukraine. There were made analysis of differences in construction works, which shows the biggest difference. Costs were determined in crowns for particular line of construction works calculation according to the ordinary calculation pattern which is using in CZ. Conversion of costs from Ukraine currency (UAH) to CZK was made with an actual currency course. The consequence of the work is analysis and evaluation of difference of construction costs.
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Zlobina, Daria. "Ocenění výstavby budov v Rusku." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227265.
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The main aim of this master’s thesis is to find out the extent of costs for construction in CZ and Russia. Costs for the construction were calculated according to the conditions in CZ an according to the conditions in Russia. There were made analysis of differences in construction works, which shows the biggest difference. Costs were determined in crowns for particular line of construction works calculation according to the ordinary calculation pattern which is using in CZ. Conversion of costs from Russian currency (RUB) to CZK was made with an actual currency course. The consequence of the work is analysis and evaluation of difference of construction costs.
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Ziegler, Petr. "Optimální cena stavby jako odraz cenové kalkulace." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-225712.
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The aim of this work is the optimum price of the built as a reflection of price calculation. Part of these calculations is the creation of several pricing options by altering the original costing followed by the application of the newly calculated costs into these individual options.
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Anovčín, Josef. "Agregované ceny stavebních konstrukcí." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226122.
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For a simplified calculation of the price of work I propose methodology of creating aggregated items, so that to calculate the price of an object wouldn´t take not more than one hour, while the final price would be with the least deviation from the exercise price. The accuracy and performance will be assessed on two objects. Their price will be calculated and based on the proposed methodology.
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Račuch, Marek. "Analýza a návrh náhrady konkrétního venkovního vedení distribuční sítě." Master's thesis, Vysoké učení technické v Brně. Fakulta elektrotechniky a komunikačních technologií, 2017. http://www.nusl.cz/ntk/nusl-319302.
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The diploma thesis deals with the issue of the reconstruction of outdoor cables of low voltage distribution network in exchange for the cable line. It analyzes the important factors which are necessary for the preparation of the project documentation for the issue of the territorial consent. The thesis is divided into 4 main chapters. After the first chapter there is introduced chapter 2, which shows the differences between cable and outdoor cables with their advantages and disadvantages. Chapter 3 deals with the guiding principles for low-voltage cable design and the types of equipment needed for the proper operation of a particular distribution network while respecting the requirements of valid PNEs and ČSNs. Chapter 4 explains the chronology of the process leading to the formulation of a basic technical proposal, which is further addressed in Chapter 5, which deals with the complete formulation of the project documentation for the issue of territorial consent.
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CHUAN, KANG HIS, and 康錫川. "Quantifying the impact of change to construction project overhead." Thesis, 2009. http://ndltd.ncl.edu.tw/handle/dy3bw7.
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碩士國立中央大學
土木工程學系碩士在職專班
97
Change is usually inescapable on most construction projects. Such change may include multiple reasons and cause degrees of impact to costs associate with materials, manpower, and overhead. How to quantify project overhead impacted by project change still leaves construction practitioners a task to fulfill. This study is to preliminarily quantify the impact of changes to construction project overhead using statistical methods. The study hypothesis was made to assume that change order impacts and increases project overhead, guiding the data collection to satisfy data sampling assumptions of 95% confidence level and 10% of limits error in 20-80 category proportion. Thus 60 residential construction projects completed in the recent 10 years were collected. Using t-test, F-test, and regression to prove the hypothesis, we established that project change is linearly direct proportion to project overhead with the corresponding R-square at 0.687. Not only the hypothesis is proved but a quantitative tool is derived. Construction practitioners can utilize the regression equation to estimate the increase or decrease of project overhead as a construction project confronting changes.
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Chen, En-Tse, and 陳恩澤. "Time Extension and Compensation for Contractor’s Overhead in Construction Project." Thesis, 2005. http://ndltd.ncl.edu.tw/handle/07005171731346907458.
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碩士國立高雄第一科技大學
營建工程所
93
The circumstances that could be granted by client for time extension are excusable and beyond the control of the contractor and sometimes entitle the contractor to an equitable adjustment for any increase in cost to the performance of the contract. In Taiwan, because the reimbursement of contractor overhead was not clearly specified in most contracts, many disputes occurred and the issue has drawn more and more attention. This study aims to analyze and summarize the conditions of various excusable and compensable delays and reasonable ways of pricing contractor’s overhead and then, provide a guideline for both contractors and owners to avoid disputes. Conclusions are made based on the analysis of information collected from literatures of previous researches, contract conditions of most representative public projects, and thirteen arbitration cases in regard to time extension and reimbursement of overhead. The study results appear that in Taiwan public construction contracts, many unfair conditions including waive and exculpatory clauses, which deprive contractor right to claim for an equitable adjustment, should be removed, and contractors can only be awarded, through arbitration, for those overhead that exceeds 180 days, which is considered as foreseeable risk. Furthermore, this study built up a set of essential conditions of excusable delays and a standard procedure to apply a claim for time extension and overhead.
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Wang, Tse-Kai, and 王則凱. "Compensation of Project Overhead Damages for Concurrent Delay in Public Construction." Thesis, 2013. http://ndltd.ncl.edu.tw/handle/90829726698322853295.
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碩士國立臺灣科技大學
營建工程系
101
It is generally recognized that construction delays is critical in public construction projects. Contractors may claim incurred costs for excusable and compensable delays. And it often leads to contract disputes due to the lack of effective settlement approaches. The presence of concurrent delay adds to the complexity of delay analysis as it has become the most common defense raised by owners faced with a contractor's claim for delay damages. Therefore, it is imperative to develop methods for calculating overhead claims for damages due to concurrent delay. Whatsoever, apportioning responsibilities of concurrent delay between the two parties is extremely difficult, due to the complicated nature both in the Construction programme as well as the circumstances under which methodology should be applied. The main objective of this study is thus aimed to assist in the quick and efficient calculation of the appropriate compensation due a contractor for concurrent delay. In this study, key issues and the major problems encountered in the calculation of damage of compensable delay of public construction were investigated first and guidances set up in the SCL Delay and Disruption Protocol (DDP) were examined. In addition, the existing methodologies for analysing concurrent delay claims with a view to identifying the problems associated with their current usage towards apportionment were explored. Then, seven case studies were conducted to evaluate the differences of calculating overhead claims for damages due to concurrent delay using various delay analysis techniques such as Time Impact Analysis，Snapshot Analysis and Window Analysis etc. Base on the result, guidelines of appropriate compensation for concurrent delays were established consequently.
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Rabová, Jaroslava. "Využití audiovizuální techniky, muzejní pedagogiky a literatury ve výuce vlastivědy." Master's thesis, 2015. http://www.nusl.cz/ntk/nusl-341013.
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His master's thesis I've divided into three parts, theoretical, practical and empirical. The theoretical part deals with the teaching of geography, educational technology and teaching aids, museum pedagogy, individual educational specificities of schools and museums and how should cooperation look like, what role in it plays the personality of the museum educator and what it is for a school and a museum benefit. And last but not least the literature, which is in my opinion an important element in the teaching of geography. In the practical part, I have described a realization of a project in which it is used didactic technology, a collaboration with the museum and work with literature. The empirical part is focused on research in basic schools in the field of educational technology. The key concepts on which the research is based, such as: modern didactic techniques, working with modern educational technology, the perception of educational technology as a means to the realization of the teaching.
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TSENG, Chih-wei, and 曾智威. "Compensation of Project Overhead Damages for Owner Caused Delay in Public Construction." Thesis, 2011. http://ndltd.ncl.edu.tw/handle/78d93z.
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碩士國立臺灣科技大學
營建工程系
99
It is generally recognized that construction delays is critical in public construction projects. Contractors may claim incurred costs for excusable and compensable delays. However, the compensation of overhead damages for owner caused construction delay is not specified in most public construction contacts. And it often leads to contract disputes due to the lack of effective settlement approaches. Therefore, it is imperative to develop methods for calculating overhead claims for damages due to construction delay. Unabsorbed overhead is a significant cost to contractors and needs to be addressed in an expeditious manner by owners and their representatives. The objective of this study is aimed to assist in the quick and efficient calculation of the appropriate compensation due a contractor for an owner caused increase in the project duration. In this study, key issues and the major problems encountered in the calculation of damage of compensable delay of public construction were investigated first through extensive interviews with leading experts. Then, various approaches for compensable damage with relate to the cost items that may incur due to owner caused delay are compared and analyzed. Furthermore, cases study (including 30 mediation cases and 21 litigation cases ) are conducted to explore the current practices of calculating overhead claims for damages due to project delay. It is concluded that there are significant discrepancies in mediation and litigation with regard to the determination of jobsite overhead by the over-simplified proportion method. Based on the results, guidelines of appropriate compensation for owner caused construction delay are established. Taking account of the circumstances of the construction delay and the related expenses incurred, a modified method of pricing allocable overhead for dispute resolution is developed consequently.
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SUNG, YEN-LIN, and 宋彥霖. "Compensation of Project Overhead Damages for Delay and Disruptions in Public Construction." Thesis, 2016. http://ndltd.ncl.edu.tw/handle/48539760856763636659.
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碩士國立臺灣科技大學
營建工程系
104
Overhead damage due to delay is a very controversial issue since it is very difficult to verify the costs incurred are linked to the delay and to determine extra resources used. However, the methodology for the calculation of the expense incurred has been widely debated. There are significant discrepancies with regard to current practices of calculating prolongation costs by the over-simplified proportion method. Factors should be considered in assessing overhead damage relating to different circumstances and their effects of the delay and disruptions. The objective of this study is aimed to assist in the quick and efficient calculation of the appropriate compensation for prolongation costs to facilitate delay and disruption claims assessment and their resolution. In this study, key issues and the major problems encountered in the calculation of damage of compensable delay of public construction were investigated first through extensive interviews with leading experts. Then, case studies(including 12 mediation cases,2 arbitration and 7 litigation cases )were conducted to explore the current practices of calculating overhead damages due to project delay. And various approaches for compensable damage with relate to the cost items that may incur due to owner caused delay were compared and analyzed. It is concluded that there are significant discrepancies in mediation and litigation with regard to the determination of jobsite overhead by the over-simplified proportion method currently employeed. Guidance set up in the SCL Delay and Disruption Protocol (UK) as well as in the MLIT Ordinance (Japan) are examined. Based on the results, taking account of the circumstances of the construction delay and the related expenses incurred, a modified method of pricing allocable overhead for dispute resolution are developed consequently.
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Chang, Chih-Kuo, and 張志國. "Abstract of Quantifying Managerial Personnel Costs of Field Office Overhead in Taiwan Construction Projects." Thesis, 2005. http://ndltd.ncl.edu.tw/handle/35318691915185115855.
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碩士國立中央大學
土木工程學系碩士在職專班
93
Construction cost is one of most important issues discussed repeatedly in the construction industry. Many studies have pointed out methods utilized to reach optimal cost control for decades; however, quantifying the managerial personnel costs of the field office overhead to effectively manage budgets in Taiwan is usually based on experienced and educational guesstimates. An erroneous estimate of the cost offsets the profit gained from the project or damages management processes of the project. This research conducted a quantifying model founded on laborious processes of data collections and analyses, including 78 construction projects in recent 16 years classified into residential buildings, industrial office buildings, commercial buildings and industrial construction. The model provides a simple mathematical equation for contractors to easily quantify managerial personnel costs of field office overhead while undertaking estimates for construction projects before bidding the projects. The results concluded that it is predictable to perform human recourse allocation with reasonable costs of managerial manpower in a construction project.
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Hung, Jia-hung, and 洪嘉鴻. "Rrsearch on Compensation of Project Overhead Damages For Owner Caused Concurrent Delay of Responsibility Apportionment." Thesis, 2010. http://ndltd.ncl.edu.tw/handle/55813952705554177848.
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碩士國立臺灣科技大學
營建工程系
98
It is generally recognized that construction delays is critical in public construction projects. Contractors may claim incurred costs for excusable and compensable delays.And it often leads to contract disputes due to the lack of effective settlement approaches.Concurrency is a contentious issue both because there are differing views on the correct approach to concurrency when analysing entitlement to EOT. The main objective of this study is thus aimed to assist in the quick and efficient calculation of the appropriate compensation due a contractor for concurrent delay. In this study, key issues and the major problems encountered in the calculation of damage of compensable delay of public construction will be investigated first through extensive interviews with leading experts and questionnaire surveys. Guidances set up in the SCL Delay and Disruption Protocol (UK) will be examined. Then, the existing methodologies for analysing concurrent delay claims with a view to identifying the problems associated with their current usage towards apportionment will be explored.
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Schnedar, Christopher P. "A comparison of projection methods in the forecasting of overhead costs for seven government aerospace contracts." Thesis, 1987. http://hdl.handle.net/10945/22214.
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Kotze, Jacomina Petronella. "Die oorhoofse projektor in die onderrig van wiskunde laer graad van standerd 6 en 7." Thesis, 2014. http://hdl.handle.net/10210/11479.
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Camilo, Rúben Filipe Xavier. "Projeto e modelação de linhas elétricas de média e alta tensão até 60Kv." Master's thesis, 2021. http://hdl.handle.net/10400.26/35683.
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A presente dissertação de mestrado tem como principal objetivo, o desenvolvimento de um projeto de uma linha aérea de alta tensão 60 kV, efetuando-se o estudo das metodologias, cálculos e dimensionamentos de acordo com as diretrizes da EDP-Distribuição, do regulamento de segurança de linhas elétricas de alta tensão (RSLEAT) e utilizando critérios de projetista.
Foi ainda desenvolvida uma aplicação implementada em ambiente de simulação Matlab, com o intuito de sistematizar o cálculo e projetos futuros. Esta aplicação permite também efetuar o estudo do comportamento das flechas das catenárias em função da variação da temperatura ambiente e do respetivo comprimento de vão. Estes modelos foram sustentados com base num projeto real, o qual consiste numa linha aérea de transporte de energia elétrica com um comprimento de 16.1 km, uma potência de transporte de 38 MVA e com uma tensão de transporte de 60 kV. Este projeto foi estabelecido tendo por base no regulamento de segurança de linhas elétricas de alta tensão, cumprindo todos os requisitos técnicos relativamente às localizações dos apoios, distâncias mínimas exigidas para as estruturas e para o meio envolvente.The main objective of this master's thesis is the development of a high-voltage 60 kV overhead power line project, carrying out its study of methodologies, calculations and performing dimensioning according to EDP-Distribuição guidelines, high-voltage power line safety regulation (RSLEAT) and using designer criteria. An application was also developed and implemented in Matlab simulation environment, with the purpose of systematizing the calculation and future projects. This application allows the study of the behaviour of overhead catenaries sags, according to the variation of the ambient temperature and the respective span length. These models were supported based on a real project, which consists of an overhead power line with a length of 16.1 km, a transport power of 38 MVA and a transport voltage of 60 kV, this project was established based on the safety regulations for high voltage power lines, fulfilling all the technical requirements regarding the locations of the supports, minimum distances required for the structures and the surrounding environment.