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  • About
  • The Global ETD Search service is a free service for researchers to find electronic theses and dissertations. This service is provided by the Networked Digital Library of Theses and Dissertations.
    Our metadata is collected from universities around the world. If you manage a university/consortium/country archive and want to be added, details can be found on the NDLTD website.
211

A Probabilistic Decision Support System for a Performance-Based Design of Infrastructures

Shahtaheri, Yasaman 20 August 2018 (has links)
Infrastructures are the most fundamental facilities and systems serving the society. Due to the existence of infrastructures in economic, social, and environmental contexts, all lifecycle phases of such fundamental facilities should maximize utility for the designers, occupants, and the society. With respect to the nature of the decision problem, two main types of uncertainties may exist: 1) the aleatory uncertainty associated with the nature of the built environment (i.e., the economic, social, and environmental impacts of infrastructures must be described as probabilistic); and 2) the epistemic uncertainty associated with the lack of knowledge of decision maker utilities. Although a number of decision analysis models exist that consider the uncertainty associated with the nature of the built environment, they do not provide a systematic framework for including aleatory and epistemic uncertainties, and decision maker utilities in the decision analysis process. In order to address the identified knowledge gap, a three-phase modular decision analysis methodology is proposed. Module one uses a formal preference assessment methodology (i.e., utility function/indifference curve) for assessing decision maker utility functions with respect to a range of alternative design configurations. Module two utilizes the First Order Reliability Method (FORM) in a systems reliability approach for assessing the reliability of alternative infrastructure design configurations with respect to the probabilistic decision criteria and decision maker defined utility functions (indifference curves), and provides a meaningful feedback loop for improving the reliability of the alternative design configurations. Module three provides a systematic framework to incorporate both aleatory and epistemic uncertainties in the decision analysis methodology (i.e., uncertain utility functions and group decision making). The multi-criteria, probabilistic decision analysis framework is tested on a nine-story office building in a seismic zone with the probabilistic decision criteria of: building damage and business interruption costs, casualty costs, and CO2 emission costs. Twelve alternative design configurations and four decision maker utility functions under aleatory and epistemic uncertainties are utilized. The results of the decision analysis methodology revealed that the high-performing design configurations with an initial cost of up to $3.2M (in a cost range between $1.7M and $3.2M), a building damage and business interruption cost as low as $303K (in a cost range between $303K and $6.2M), a casualty cost as low as $43K (in a cost range between $43K and $1.2M), and a CO2 emission as low as $146K (in a cost range between $133K to $150K) can be identified by having a higher probability (i.e., up to 80%) of meeting the decision makers' preferences. The modular, holistic, decision analysis framework allows decision makers to make more informed performance-based design decisions—and allows designers to better incorporate the preferences of the decision makers—during the early design process. / PHD / Infrastructures, including buildings, roads, and bridges, are the most fundamental facilities and systems serving the society. Because infrastructures exist in economic, social, and environmental contexts, the design, construction, operations, and maintenance phases of such fundamental facilities should maximize value and usability for the designers, occupants, and the society. Identifying infrastructure configurations that maximize value and usability is challenged by two sources of uncertainty: 1) the nature of the built environment is variable (i.e., whether or not a natural hazard will occur during the infrastructure lifetime, or how costs might change over time); and 2) there is lack of knowledge of decision maker preferences and values (e.g., design cost versus social impact tradeoffs). Although a number of decision analysis models exist that consider the uncertainty associated with the nature of the built environment (e.g., natural hazard events), they do not provide a systematic framework for including the uncertainties associated with the decision analysis process (e.g., lack of knowledge about decision maker preferences), and decision maker requirements in the decision analysis process. In order to address the identified knowledge gap, a three-phase modular decision analysis methodology is proposed. Module one uses a formal preference assessment methodology for assessing decision maker values with respect to a range of alternative design configurations. Module two utilizes an algorithm for assessing the reliability of alternative infrastructure design configurations with respect to the probabilistic decision criteria and decision maker requirements, and provides a meaningful feedback loop for understanding the decision analysis results (i.e., improving the value and usability of the alternative design configurations). Module three provides a systematic framework to incorporate both the random uncertainty associated with the built environment and the knowledge uncertainty associated with lack of knowledge of decision maker preferences, and tests the reliability of the decision analysis results under random and knowledge uncertainties (i.e., uncertain decision maker preferences and group decision making). The holistic decision analysis framework is tested on a nine-story office building in a seismic zone with the probabilistic decision criteria of: building damage and business interruption costs, casualty costs, and CO2 emission costs. Twelve alternative design configurations, four decision makers, and random and knowledge sources of uncertainty are considered in the decision analysis methodology. Results indicate that the modular, holistic, decision analysis framework allows decision makers to make more informed design decisions—and allows designers to better incorporate the preferences of the decision makers—during the early design process.
212

The changing logic of Japanese employment practices: A firm-level analysis of four industries.

Keizer, Arjan B. January 2005 (has links)
Yes / In previous decades, the perception of Japan¿s employment practices has been strongly intertwined with its economic fortunes. From the 1970s, Japan¿s employment practices came to be seen as one of the cornerstones of its economic success. However, this perception changed, albeit with a substantial delay, when the economy proved incapable of returning to its former path of growth after the `bubble¿ burst at the end of the 1980s. Like so many of its economic institutions, the employment practices became the subject of substantial criticism in a debate on the revitalisation of Japan¿s economy. This study takes its position within this debate by discussing the likelihood, character, and economic consequences of change. Environmental changes, like the ageing of the population and the substantial decrease in economic growth, require Japanese firms to adapt their human resource management. However, the embeddedness of national practices limits the scope of firms to make these adjustments; and change is determined by the dialectics between their strategies and existing practices. The firm, as an institution, thus experiences the impact of both the embedded employment practices and the economic impact of environmental changes. Accordingly, it is at the centre of this study. Theories of the firm are used to discuss the contribution of employment practices on efficiency, capabilities, and competitive strength. Case-studies from four different industries ¿ automobile, electronics, construction, and retailing ¿ describe the adaptations made by individual firms. Subsequently, these findings constitute the basis for a discussion of industry-specific employment practices and provide an answer to whether developments such as the rise in performance-based pay and labour mobility have altered the logic of Japanese employment practices.
213

<b>Development of an Integrated Unmanned Aerial Systems (UAS) Validation Center</b>

Jose Capa Salinas (11178285) 23 July 2024 (has links)
<p dir="ltr">Unmanned Aerial Systems (UAS) have the potential to drastically change how civil infrastructure is inspected, monitored, and managed. This innovative technology can ensure the inspector’s safety, provide additional inspection information, and reduce costs. However, a challenge arose as this industry expanded: a lack of standardized guidelines or minimum performance requirements to perform these operations. With no standard tests to verify UAS’ ability to conduct inspections and unknown detection capabilities, agencies are left to rely upon consultants’ or vendors’ promotional material and claims when considering UAS deployment. The following work proposes a series of performance-based assessments and procedural documentation to establish minimum standards for using UAS in bridge inspection applications. Through this work, the following performance-based tests have been developed: (1) a controlled environment simulating bridge geometries to assess the overall capability of a UAS used for bridge inspection [evaluation chamber], (2) an assessment of UAS performance under multiple environmental temperatures [environmental temperature chamber], (3) a UAS performance assessment under varying wind speeds [wind chamber], (4) a consolidated checklist compiling Federal Aviation Administration guidelines and best practices [flight checklist], (5) a field assessment of UAS under conditions analogous to on-site bridge inspection [practical test]. For infrastructure owners, embracing these performance-based assessments will help ensure that UAS meets a minimum level of performance and allow owners to verify and distinguish between various UAS used for bridge inspection. This work also discusses positive feedback from beta testing provided by industry and infrastructure owner representatives, showcasing the effectiveness of providing an authentic assessment of UAS bridge inspection capabilities. Future work encourages the wide implementation of this assessment program and encourages owners to refrain from using untested technology in the inspection of their infrastructure.</p>
214

Alternative assessment in the teaching of English as a foreign language in Israel

Grabin, Lois Ann 31 January 2007 (has links)
There are a myriad of factors that influence the teaching and assessment of English as a foreign language in Israel. One such factor is the change in perception of how the mind collects and processes information. The transition from behaviorist theories of learning to constructivist and cognitivist theories has resulted in a new concept of learning that recognises the pivotal role of the learner in the learning process. Another instrumental factor is the creation of standards in education that are intended to raise the level of academic achievement and provide equitable educational opportunities for all learners. Both of these factors have impacted the study of English as a foreign language. Countries around the world have assumed monumental changes in the way they approach foreign language study. Following the examples of foreign countries Israel has recently implemented a standards-based curriculum that supports alternative assessment. Since this is a relatively new concept, the principles underlying standards and assessment are unfamiliar to many EFL teachers. Novice teachers, as well as experienced teachers, are experiencing difficulty incorporating standards and alternative assessment into their lessons. In the light of the above it was clear that a need existed to investigate how English foreign language teachers relate to assessment and to examine the extent to which they implement alternative assessment in their teaching. The aim of the study is to explore teachers' understanding of alternative assessment and find out how teachers incorporate alternative assessment in their EFL classes. Against this background, an empirical investigation was undertaken. It comprised a textual analysis of ten assessment packages and two focus group interviews. The research produced a wealth of descriptive data that illuminated the subject. The findings magnified the disparity between the theory behind alternative assessment and actual practice. It was apparent that the assessment activities which EFL teachers employed, were not in sync with the principles that were being promoted by the new curriculum for EFL teaching and assessment in Israeli schools. The study discusses the results of the investigation, suggests the implications and presents recommendations. / Educational Studies / D.Ed. (Didactics)
215

Fire-Robust Structural Engineering: A Framework Approach to Structural Design for Fire Conditions

Johann, Matthew A. 19 December 2002 (has links)
"Thanks to significant worldwide research directed at understanding and predicting structural behavior at elevated temperatures, analytical methods are available to support a rational, performance-based approach to the structural design of buildings for fire conditions. To utilize these analytical methods effectively, structural engineers need guidance on reliable and appropriate approaches to dealing with a variety of factors, including the effects of fire protection measures, temperature-dependent thermal and structural properties, elastic and inelastic behavior of structural components and assemblies, and thermal and structural response of framing connections. To meet the objective of guiding the structural engineer in appropriate analytical methods and parameter values for performance-based structural fire protection, this thesis proposes a comprehensive way of thinking about the design and analysis of structures for fire conditions. This integration of structural engineering and fire protection engineering into a functional framework is defined herein as Fire-Robust Structural Engineering (FRSE). The FRSE process, which is presented as a series of flowcharts, is designed to guide the structural engineer in executing the functions involved in the design of fire-safe structures and to help identify informational needs critical to these tasks. Currently, mechanisms for identifying possible resources to fulfill fire-related informational needs are generally organized for the convenience of the fire research community. Identification of resources that provide appropriate information for fire-robust structural engineering, such as laboratory fire test results, parametric studies of analytical methods, and other sources of guidance, is often difficult because these resources are rarely organized and presented for the benefit of structural engineers. To begin to resolve this problem, this thesis has developed a prototype information management system (IMS) based on the framework of the FRSE process. The IMS addresses the critical challenge of organizing and presenting the available knowledge and data in a format that is consistent with the perspective and informational needs of the structural engineer. The prototype version of the IMS has been implemented using a Microsoft Excel® platform. In addition to guidance in utilizing specific analytical methods and choosing appropriate parameter values, the structural engineer also requires an understanding of the input requirements and accuracy of various analytical methods in order to make informed decisions regarding which methods are appropriate for use with different structural configurations. Therefore, this thesis includes a model study as an example of a resource that could aid the structural engineer in making such decisions. The model study compares various analytical methods (simplified spreadsheet applications and advanced finite element techniques) to published laboratory test data and discusses concerns that the structural engineer must keep in mind when using each method. Conclusions are drawn regarding the appropriateness of each analytical method to the analysis of a fully restrained, spray-protected steel beam. Given this type of information, the structural engineer can make decisions regarding the types of analytical methods and the level of analytical sophistication required to solve a given design problem."
216

L’aide au développement et le financement basé sur la performance : quelle performativité ? : analyse du processus de conceptualisation et de diffusion du financement basé sur la performance dans la gestion des systèmes de santé africains par la Banque Mondiale et l’USAID : étude du cas du Programme national de financement basé sur les résultats du Ministère de la Santé du Sénégal / Development aid and Performance-based financing : what performativity? : analysis of the conceptualization and dissemination processes of performance-based financing for the management of African healthcare systems by the World Bank and USAID and case study of the National Program of results-based financing of the Ministry of Health in Senegal

Caffin, Jean-Hugues 26 November 2018 (has links)
Le financement basé sur la performance est une approche gestionnaire promue par la Banque Mondiale (BM) et United States Agency for International Development (USAID), qui connaît une rapide diffusion dans les programmes d’aide au développement. Dans un contexte où de nombreux travaux ont démontré la subjectivité du lien entre la lutte contre la pauvreté et les « bonnes politiques » recommandées par la BM dans le cadre de l’allocation basée sur la performance (ou sélectivité), il apparaît pertinent de s’interroger sur la performativité de ce nouvel instrument. En mobilisant conjointement la théorie de l’acteur-réseau et les théories néo-institutionnelles,cette thèse analyse, au niveau global puis dans un cadre national, le processus de conception, d’expérimentation, de diffusion et de mise en œuvre de l’instrument dans le domaine de la réforme des systèmes de santé. Au niveau global, nous étudions la conceptualisation de l’instrument, que nous replaçons dans une généalogie de la performation, par le réseau néolibéral, des politiques d’aide au développement et de santé globale. Nous analysons ensuite son expérimentation au Rwanda,dans le cadre d’un dispositif de régulation par le marché des systèmes de santé mis en œuvre à travers : (I) la mise en place d’une tarification à l’activité visant à transformer les structures de santé en acteurs économiques autonomes (volet offre), et (II) la création de mutuelles privées communautaires à même de développer des stratégies d’achats (volet demande). Nous étudions enfin sa diffusion institutionnelle sous l’effet (i) d’une valorisation de l’expérimentation rwandaise sans prise en compte de son contexte spécifique, et (II) d’un dispositif incitatif permettant l’enrôlement des responsables de la BM et des ministères bénéficiaires. Au niveau national, nous étudions la stratégie d’influence de la BM et de l’USAID en faveur de la diffusion de ces réformes au Sénégal. Nous présentons le processus d’adoption de ces réformes par le Ministère de la santé, la mise en échec d’un modèle de régulation concurrent en voie d’expérimentation par la coopération technique belge, puis les pressions exercées parla BM pour contraindre le gouvernement à internaliser le modèle promu. Nous mettons ensuite en perspective l’abandon du modèle de régulation par le marché qui était initialement affiché,au profit d’une nouvelle régulation transnationale, matérialisée par un contrat de financement basé sur l’activité directement contrôlé par la BM. / Performance-based financing is a management approach promoted by the World Bank (WB) and the United States Agency for International Development (USAID) that is rapidly being mainstreamed in development assistance programs. In a context where many studies have demonstrated the subjectivity of the link between the fight against poverty and the "good policies" recommended by the WB in the context of performance-based allocation (or selectivity), it seems relevant to question the performativity of this new instrument. Drawing jointly on actor-network theory and neo-institutional theories, we analyze the process of designing, experimenting, disseminating and implementing the instrument in the field of health policy reforms at the global level and then at the national level.At the global level, we study the conceptualization of the instrument, which we place in agenealogy of the neoliberal network's performance of development aid and global healthcarepolicies. We then analyze its experimentation in Rwanda, as part of a market-based regulationfor healthcare systems implemented through: (I) the deployment of activity-based payments to transform healthcare structures into autonomous economic actors (on the supply side), and (II) the creation of private community-based insurance structures designed to develop purchasing strategies (on the demand side). Finally, we study the instrument’s institutional diffusion under the effects of (I) a promotion of the Rwandan experiment decontextualized from the country’sspecific political situation, and (II) an incentive mechanism allowing the enrolment of both WB’sofficials and the ministries that are benefitting from the WB’s aid. At the national level, we have studied the influence strategy of a coalition of actors composedof the WB and USAID to promote the dissemination of these reforms in Senegal. We present the process of adoption of the reforms by the Ministry of Health, the failure of a competing regulatory model that was being tested by Belgian technical cooperation, and then the pressure exerted by the WB to coerce the government into internalizing the promoted model.We then put into perspective the abandonment of the market-based regulatory model that was initially announced, in favor of a new transnational regulation, materialized by activity-basedfinancing contracts that are directly controlled by the WB.
217

FPC防護柵の性能照査型設計に関する研究

劉, 斌, LIU, Bin, 伊藤, 義人, ITOH, Yoshito 03 1900 (has links)
No description available.
218

Die Finanzierungsmethodik im englischen Universitätssektor / Eine verfahrensanalytische Untersuchung ihrer Implikationen und Folgen / The Funding Method in the English University Sector: a procedure-analytical investigation of its implications and effects

Orr, Dominic James 24 July 2001 (has links) (PDF)
In der vorliegenden Publikation wird die Entstehung der leistungsbezogenen Hochschulfinanzierung im englischen Universitätssektor untersucht. Leistungsbezogene Hochschulfinanzierung wird in vielen Ländern als geeigneter Lösungsansatz für das Problem der gerechten Verteilung von staatlichen Finanzmitteln an individuelle Hochschulen diskutiert. Das englische Beispiel zeigt sich als sehr lehrreich für die Diskussion um die Umsetzung und die Konsequenzen eines solchen Lösungsansatzes. Der größte Teil der staatlichen Finanzmittel wurde den Universitäten seit Beginn des 20. Jahrhunderts als globale Zuweisung zugeteilt. Die Entscheidung über die Höhe der Summe dieses Geldes wurde ursprünglich von einem nicht-amtlichen Organ, dessen Mitglieder mehrheitlich Akademiker waren, bestimmt. Veränderungen der Mitgliedschaft und Verfahren dieses Organs und dessen Nachfolger-Organe haben wesentliche indirekte Implikationen und direkte Folgen für die Universitäten in England hervorgebracht. Die Verfahren zur Bewertung der Qualität der Leistung einer Universität sowie zur Verteilung von Finanzmitteln entsprechend dieser Leistung stellen das Instrumentarium für einen neuen steuernden Einfluss des Staates dar. Da die Höhe der staatlichen Finanzmittel für die Universitäten indessen seit Anfang der 80er Jahre stark abgenommen hat, müssen die Universitäten sich gleichzeitig erfolgreich auf dem Markt behaupten können. Die Universitäten müssen also innerhalb eines gestalterischen Raumes agieren, der zwischen Markt und Staat -- als die wesentlichen Einflussgrößen -- aufgespannt ist. Das Grundverhältnis zwischen dem Staat und den Universitäten zeigt sich entsprechend als höchst komplex. Dabei müssen die Universitäten eine Managementkompetenz entwickeln, die eine Maximierung an Finanzierung verspricht, während sie gleichzeitig die Grundaufgaben der Lehre und Forschung vor allzu negativen Konsequenzen dieser Wirtschaftsorientierung bewahren soll. Die Publikation belegt anhand einer Fallstudie, dass nicht alle Universitäten hierzu in der Lage sind und, dass die Implikationen und Folgen des sogenannten &amp;quot;Finanzierungsregimes&amp;quot; für deren Aufgabenerfüllung nachteilig sein können. Es wird deutlich, dass die konkreten Verfahren der Hochschulfinanzierung und, hier insbesondere, leistungsbezogene Ansätze nicht allein als technische Lösungen betrachtet werden können, sondern sie sollen nur im Zusammenhang mit einer Vorstellung von der idealen Universität gesehen werden, denn diese Verfahren beeinflussen die Gestaltungsmöglichkeiten einer Universität in direkter und indirekter Weise. / This publication investigates the emergence of performance-based funding in the English university sector. Performance-based funding of higher education institutions is discussed in many countries as an appropriate solution to the problem of distributing public funding to individual universities in a fair manner. The English example proves to be very instructive to the discussion with regards to the implementation, and then the implications, of such a proposal. From the beginning of the 20th century, the majority of public funding was distributed as a lump sum to individual universities in England. Decisions on the amount of funding were originally determined by a non-governmental body, whose members were mainly academics. Changes to this membership and to the procedures of this body have had a number of indirect implications for and direct effects on universities in England. Procedures for assessing the qualitative performance of universities, together with procedures which distribute funding according to this assessment provide the instruments of a new steering-influence utilised by the State, a new form of Public Management. As the amount of public state funding for universities has been reduced drastically since the beginning of the 1980's, universities have had to strive concurrently for funds on the open market. Universities are thus being forced to act within an area defined by the market and the State - the two strongest influences on the university sector. The fundamental relationship between the State and its universities has accordingly become highly complex. Universities, for their part, must develop management competencies, which promise a maximisation of funding, whilst at the same time aiming to protect a university's vital tasks of teaching and research from the more negative consequences of business-orientation. In a concluding case study, some evidence is provided which shows that not all universities are in a position to do this and that the implications and effects of the so-called &amp;quot;funding regime&amp;quot; are disadvantageous, in such cases, for their fulfilment of this entrepreneurial challenge. It becomes clear that the concrete procedures for funding higher education institutions and, in particular, performance-based models cannot been seen solely as technical solutions, but must instead be seen in combination with an idea of the ideal university, since these procedures influence the strategic options of a university both directly and indirectly.
219

Defining GeoDesign and the emergent role of the sustainable sites initiative (SITES) for integrative project management

Risinger, Emily Diane 16 March 2015 (has links)
This report is a discussion of the multifarious applications of the modern day geographic information system and how the universal merit of the technology across disciplines has led to the emergence of GeoDesign. The purpose of this Master’s Professional Report was to retrace the core conceptual framework and landmark events occurring in the evolution GIS technology, and how these factors have led to recent creation of new performance based rating systems and evidence-based design techniques. The Sustainable Sites Initiative (SITES), a new performance based rating system that has emerged in response to the call for increased knowledge and best practices lacking in LEED, is discussed; along with integrated project management. This professional report was intended to be an exploratory discussion of the larger theoretical implications fueling the shift towards mandating greater standards for sustainable design. It offers some ideas for how we should continue evolving GeoDesign moving into the next century; and outlines the importance of all new rating systems needing to acknowledge the growing importance of GeoDesign and ever advancing imagery technologies in understanding complex system processes in the future. / text
220

Comparative performance of ductile and damage protected bridge piers subjected to bi-directional earthquake attack

Mashiko, Naoto January 2006 (has links)
Incremental Dynamic Analysis (IDA) procedures are advanced and then applied to a quantitative risk assessment for bridge structures. This is achieved by combining IDA with site-dependent hazard-recurrence relations and damage outcomes. The IDA procedure is also developed as a way to select a critical earthquake motion record for a one-off destructive experiment. Three prototype bridge substructures are designed according to the loading and detailing requirements of New Zealand, Japan and Caltrans codes. From these designs 30 percent reduced scale specimens are constructed as part of an experimental investigation. The Pseudodynamic test is then to control on three specimens using the identified critical earthquake records. The results are presented in a probabilistic riskbased format. The differences in the seismic performance of the three different countries' design codes are examined. Each of these current seismic design codes strive for ductile behaviour of bridge substructures. Seismic response is expected to be resulting damage on structures, which may threaten post-earthquake serviceability. To overcome this major performance shortcoming, the seismic behaviour under bi-directional lateral loading is investigated for a bridge pier designed and constructed in accordance with Damage Avoidance principles. Due to the presence of steel armoured rocking interface at the base, it is demonstrated that damage can be avoided, but due to the lack of hysteresis it is necessary to add some supplemental damping. Experimental results of the armoured rocking pier under bi-directional loading are compared with a companion ductile design specimen.

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