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Thematische Bibliographien / Bridgend / Dissertationen

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Dissertationen zum Thema „Bridgend“

Autor: Grafiati

Veröffentlicht am 4. Juni 2021

Zuletzt aktualisiert am 29. Juli 2025

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1

Luce, Ann. "The infantilisation and stigmatisation of suicide : a multi-modal analysis of British press reporting of the Bridgend suicides." Thesis, Cardiff University, 2010. http://orca.cf.ac.uk/55480/.

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Between January 2008 and June 2008 20 young people between the ages of 15 and 29 took their own lives in the South Wales Borough of Bridgend. In this study I examined a sample of both national and Welsh newspapers over this six-month period, employing both quantitative (content analysis) and qualitative (discourse analysis, interviews with journalists) methods to determine how the British press reports suicide and also to determine how journalists balance their social responsibility to report suicide with their role of maintaining stability in society. Emile Durkheim's framework for suicide an

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2

Akrivos, Dimitrios. "Framing youth suicide in a multi-mediated world : the construction of the Bridgend problem in the British national press." Thesis, City University London, 2015. http://openaccess.city.ac.uk/13648/.

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This thesis is a case study of suicide reporting which investigates the contribution of the British national press to the construction of the Bridgend problem. It aims to provide an insight into journalists’ role in the ‘social problems game’ by assessing the level to which their post-2008 extensive Bridgend coverage rose concern over the issue and compelled an official response to it. To this end, the content of 451 relevant news reports was qualitatively analysed and in-depth interviews with 13 key claims-makers were conducted. The thesis documents the evolution of the Bridgend problem over

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3

Light, J. M. "" ... of inestimable value to the town and district?" : a study of the urban middle classes in south Wales with particular reference to Pontypool, Bridgend and Penarth, c.1850-1890." Thesis, Swansea University, 2003. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.637914.

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This thesis considers the evidence to suggest that there was an influential middle-class presence in nineteenth-century urban south Wales, focusing particularly on the period c.1850-1890. It asks whether interpretations which view the middle classes in Wales as either insignificant or ‘anglicised’ need to be modified. It considers problems of definition with regard to the middle classes, and seeks to establish their numbers and geographical origins. The research focuses on three towns, Pontypool, Bridgend and Penarth, using a wide range of contemporary sources to gather detailed information ab

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4

Fan, Mei Bella, and 范美. "Community bridge: bridging the community." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2002. http://hub.hku.hk/bib/B31986419.

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5

Fan, Mei Bella. "Community bridge : bridging the community /." Hong Kong : University of Hong Kong, 2002. http://sunzi.lib.hku.hk/hkuto/record.jsp?B2595491x.

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6

Hirachan, Jasmeen. "Development of experimental influence lines for bridges." Access to citation, abstract and download form provided by ProQuest Information and Learning Company; downloadable PDF file 1.88 Mb., 91 p, 2006. http://wwwlib.umi.com/dissertations/fullcit/1435843.

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7

Nelson, James Lee. "Behavior of GFRP Bridge Decks for Highway Bridges." NCSU, 2005. http://www.lib.ncsu.edu/theses/available/etd-12022005-144948/.

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This research presents the results of an experimental program undertaken at the North Carolina State University (NCSU) Constructed Facilities Laboratory (CFL) to evaluate the performance of a new innovative glass fiber reinforced polymer (GFRP) bridge deck. This bridge deck is produced commercially by Martin Marietta Composites of Raleigh, NC under the trade name of DuraSpan. The experimental program involved examining the behavior of 5.00 inch deep and 7.66 inch deep DuraSpan bridge deck profiles. The program included numerous quasi-static flexural tests, testing of connection details to faci

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8

Donnée, Nicole Elizabeth Hughes Mary Leigh. "Automated screening tool for the stability of highway bridges subject to scour." Auburn, Ala, 2008. http://repo.lib.auburn.edu/EtdRoot/2008/SPRING/Civil_Engineering/Thesis/Donnee_Nicole_6.pdf.

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9

Wat, Lai-sha Lisa, and 屈麗莎. "Bridging the town centre: the community bridges in Tung Chung." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2000. http://hub.hku.hk/bib/B31985488.

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10

Wat, Lai-sha Lisa. "Bridging the town centre : the community bridges in Tung Chung /." Hong Kong : University of Hong Kong, 2000. http://sunzi.lib.hku.hk/hkuto/record.jsp?B25948891.

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11

Ding, Qiang. "Buffeting analysis of cable-supported bridges under turbulent wind in time domain /." Hong Kong : University of Hong Kong, 1999. http://sunzi.lib.hku.hk/hkuto/record.jsp?B21106538.

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12

Li, Zhenhu, and 李振虎. "Damage identification of bridges from signals measured with a moving vehicle." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2014. http://hdl.handle.net/10722/206353.

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Identifying damage of a bridge from a vehicle moving over it is an attractive idea especially for those bridges without structural health monitoring systems as it is faster than putting sensors on the bridges. Many parts of highways and railways have been constructed on bridges and it is important to ensure that they are in good conditions. Therefore a large amount of bridges need to be monitored and for the sake of economy the monitoring should be efficient. If an instrumented vehicle can identify the occurrence and locations of damage by running over the bridges, it would save a lot of labor

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13

Donde, Shrinish. "Support for Emulated 5G-System Bridge in a Time-Sensitive Bridged Network." Thesis, KTH, Skolan för elektroteknik och datavetenskap (EECS), 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-284514.

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Time Sensitive Networking (TSN) defined in the IEEE 802.1 working group, is an important enabler for industrial Internet of things, specifically industry 4.0. 3GPP release 16 specifications includes the 5G system as a logical TSN bridge, thus promoting the integration of 5G technology with TSN. This combination provides wireless deterministic communication thus ensuring low, bounded delay and near-zero packet loss. In this thesis, we implement a 5G system in- tegration with TSN using a discrete event network simulator (NS-3). Further, we propose a simplified per egress port scheduling algorith

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14

Snedeker, Katherine O. "Evaluation of performance and maximum length of continuous decks in simple-span bridges." Thesis, Atlanta, Ga. : Georgia Institute of Technology, 2009. http://hdl.handle.net/1853/28210.

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15

Salinger, Victoria. "The Pont Neuf wrapped framing the bridge, bridging the frame /." Diss., Connect to the thesis, 2007. http://hdl.handle.net/10066/1055.

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16

Ross, Justin Henry. "Evaluating ultimate bridge capacity through destructive testing of decommissioned bridges." Access to citation, abstract and download form provided by ProQuest Information and Learning Company; downloadable PDF file, 154 p, 2007. http://proquest.umi.com/pqdweb?did=1338919151&sid=8&Fmt=2&clientId=8331&RQT=309&VName=PQD.

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Thesis (M.C.E.)--University of Delaware, 2007.<br>Principal faculty advisors: Michael J. Chajes and Jennifer Righman McConnell, Dept. of Civil & Environmental Engineering. Includes bibliographical references.

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Krajewski, Joseph E. "Bridge inspection and interferometry." Link to electronic thesis, 2006. http://www.wpi.edu/Pubs/ETD/Available/etd-050406-092613/.

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18

Lee, Suk-mei Minerva. "What is a bridge? : a live walking: create new bridges experience /." View the Table of Contents & Abstract, 2005. http://sunzi.lib.hku.hk/hkuto/record/B34612336.

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19

Jinka, Chandra Sekhar. "Dynamic response evaluation of fiber reinforced composite bridge decks and bridges." Morgantown, W. Va. : [West Virginia University Libraries], 2003. http://etd.wvu.edu/templates/showETD.cfm?recnum=3182.

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Thesis (M.S.)--West Virginia University, 2003.<br>Title from document title page. Document formatted into pages; contains xvi, 167 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 144-148).

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20

Brody, Alex. "Bridge employment: Can occupational self-efficacy determine which bridges are crossed?" CSUSB ScholarWorks, 2005. https://scholarworks.lib.csusb.edu/etd-project/2618.

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A conceptual model examining the antecedents and outcomes of occupational self-efficacy among the older workforce is presented. Proposed antecedents to occupational self-efficacy included self-perceived stereotypes and work demands.

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21

Belyea, Michael Ross. "The choice of alternatives in the replacement of the Lion's Gate Bridge." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1998. http://www.collectionscanada.ca/obj/s4/f2/dsk2/tape15/PQDD_0019/MQ37484.pdf.

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22

Matta, Fabio. "Innovative solutions in bridge construction, rehabilitation, and structural health monitoring." Diss., Rolla, Mo. : University of Missouri-Rolla, 2007. http://scholarsmine.umr.edu/thesis/pdf/MattaPhD_Dissertation_09007dcc8038f8b1.pdf.

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Thesis (Ph. D.)--University of Missouri--Rolla, 2007.<br>Vita. The entire thesis text is included in file. Title from title screen of thesis/dissertation PDF file (viewed November 15, 2007) Includes bibliographical references.

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23

Chan, Tai-fung Sandy. "Landscape evaluation for Hong Kong-Zhuhai-Macau Bridge." Click to view the E-thesis via HKUTO, 2009. http://sunzi.lib.hku.hk/hkuto/record/B4266455X.

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Thesis (M. L. A.)--University of Hong Kong, 2009.<br>Includes special report study entitled: The aesthetic design of road and bridge landscapes. Includes bibliographical references. Also available in print.

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24

Santoso, Budi. "Analysis of spread footing settlement for highway bridge foundation." Ohio : Ohio University, 1991. http://www.ohiolink.edu/etd/view.cgi?ohiou1183737778.

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25

Calloway, Benita R. "Yield line analysis of an AASHTO New Jersey concrete parapet wall." Thesis, This resource online, 1993. http://scholar.lib.vt.edu/theses/available/etd-09052009-040731/.

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26

Karuna, R. "Structural modelling of suspension bridges with particular reference to the humber bridge." Thesis, Brunel University, 2002. http://bura.brunel.ac.uk/handle/2438/5191.

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The purpose of this research was to investigate the parameters that influence the structural behaviour of a specific suspension bridge, The Humber Bridge. Three finite element computer models of increasing complexity were created for the analyses. They were validated against field measurements for both static and dynamic loading, and good correlation was obtained. The programs were used to a) Assess the integrity of the bridge as a whole were three failures of certain individual elements, such as a hanger falling under vehicle impact; b) Determine the influence of the sizing of individual comp

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27

Carver, Kathleen C. "Repurposing Industrial Railroad Bridges: Linking the Past to the Present." Youngstown State University / OhioLINK, 2014. http://rave.ohiolink.edu/etdc/view?acc_num=ysu1403195362.

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28

Sugioka, Koichi. "Life cycle evaluation of fatigue mitigation for orthotropic steel bridge decks." Thesis, University of Canterbury. Civil and Natural Resources Engineering, 2009. http://hdl.handle.net/10092/3232.

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Bridges with orthotropic steel decks have been built across the world over the past 60 years because they provide high strength and stiffness at a relatively low cost. However, a number of these bridges have sustained fatigue fractures. The investigation described in this thesis was carried out in order to identify cost-effective fatigue crack mitigation techniques by using the deck surfacing to reduce the stresses in the steel deck. Epoxy asphalt with an expanded metal mesh was investigated with small- and large-scale laboratory tests. Finite element analyses were also performed. The small sc

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29

Pebley, Aaron James. "Bending stresses in stay-cables during large-amplitude vibrations a Fred Hartman Bridge case study /." Full-text Adobe Acrobat (PDF) file, 2005. http://www.engr.utexas.edu/research/fsel/FSEL_reports/Thesis/Pebley,%20Aaron.pdf.

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30

Huang, Jun. "Evaluating bridge performance load rating bridges without plans and experimental displacement influence lines /." Access to citation, abstract and download form provided by ProQuest Information and Learning Company; downloadable PDF file, 307 p, 2007. http://proquest.umi.com/pqdweb?did=1251904751&sid=1&Fmt=2&clientId=8331&RQT=309&VName=PQD.

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31

Su, Danna. "SEISMIC PERFORMANCE OF HIGHWAY BRIDGES SUBJECTED TO STRONG EARTHQUAKES CONSIDERING VEHICLE-BRIDGE INTERACTION." Kyoto University, 2018. http://hdl.handle.net/2433/232014.

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32

Bapat, Amey Vivek. "Influence of Bridge Parameters on Finite Element Modeling of Slab on Girder Bridges." Thesis, Virginia Tech, 2009. http://hdl.handle.net/10919/36105.

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The present study is part of the Long Term Bridge Performance Program (LTBP) funded by the Federal Highway Administration. The objectives of this program are to create a comprehensive database of quantitative information of the long-term performance of selected pilot bridges and to develop a methodology to assess bridge performance. Finite element (FE) modeling of the pilot bridges is an intrinsic part of the LTBP program and is intended to not only assist with instrumentation decisions, but also to provide further insight into the behavior of these bridges, which cannot be achieved solely fro

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33

Menkulasi, Fatmir. "Development of a Composite Concrete Bridge System for Short-to-Medium-Span Bridges." Diss., Virginia Tech, 2014. http://hdl.handle.net/10919/50413.

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The inverted T-beam bridge system provides an accelerated bridge construction alternative for short-to-medium-span bridges. The system consists of adjacent precast inverted T-beams finished with a cast-in-place concrete topping. The system offers enhanced performance against reflective cracking, and reduces the likelihood of cracking due to time dependent effects. The effects of transverse bending due to concentrated wheel loads are investigated with respect to reflective cracking. Transverse bending moment are quantified and compared to transverse moment capacities provided by a combination

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34

Rodriguez, Leo E. "Temperature Effects On Integral Abutment Bridges For The Long-Term Bridge Performance Program." DigitalCommons@USU, 2012. https://digitalcommons.usu.edu/etd/1221.

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The United States Department of Transportation (US-DOT) Federal Highway Administration (FHWA) initiated in 2009 the Long-Term Bridge Performance (LTBP) program to gather high-quality data on a representative sample of bridges over a twenty-year period of time. The goal of this program is to quantify how bridges behave during their service life while being exposed to different types of loadings and deterioration due to corrosion, fatigue and various climate conditions along with their corresponding maintenances. The data gathered will result in the creation of databases of high quality data, ac

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35

White, Ellen T. "Development of an Index for Concrete Bridge Deck Management in Utah." Diss., CLICK HERE for online access, 2006. http://contentdm.lib.byu.edu/ETD/image/etd1453.pdf.

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36

Peterson, Scott Thomas. "Experimental response and analysis of the Evergreen Point Floating Bridge." Connect to this title online, 2002. http://www.dissertations.wsu.edu/dissertations/Fall2002/s%5Fpeterson%5F102102.pdf.

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37

BASU, BIKRAMADITYA. "ACCELERATED CONSTRUCTION AND REHABILITATION OF BRIDGES." University of Cincinnati / OhioLINK, 2005. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1116044680.

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38

Andersson, Andreas. "Capacity assessment of arch bridges with backfill : Case of the old Årsta railway bridge." Doctoral thesis, KTH, Bro- och stålbyggnad, 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-32827.

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The work presented in this thesis comprises the assessment of existing arch bridges with overlying backfill. The main objective is to estimate the load carrying capacity in ultimate limit state analysis. A case study of the old Årsta railway bridge is presented, serving as both the initiation and a direct application of the present research. The demand from the bridge owner is to extend the service life of the bridge by 50 years and increase the allowable axle load from 22.5 to 25 metric tonnes. The performed analyses show a great scatter in estimated load carrying capacity, depending on a lar

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Rashid, Shahbaz. "Parametric study of bridge response to high speed trains, ballasted track on concrete bridges." Thesis, KTH, Bro- och stålbyggnad, 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-99385.

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When a train enters a bridge, passenger sitting inside will feel a sudden bump in the track, which not only affect the riding comfort of the passengers but also put a dynamic impact on the bridge structure. Due to this impact force, we have very serious maintenance problems in the track close to the bridge structure. This sudden bump is produced when train travelling on the track suddenly hit by a very stiff medium like bridge structure. In order to reduce this effect, transition zones are introduced before the bridge so that the change in stiffness will occur gradually without producing any b

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40

Hobson, Paul Myron. "Rheologic and flume erosion characteristics of georgia sediments from bridge foundations." Thesis, Atlanta, Ga. : Georgia Institute of Technology, 2008. http://hdl.handle.net/1853/26660.

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Thesis (M. S.)--Civil and Environmental Engineering, Georgia Institute of Technology, 2009.<br>Committee Chair: Sturm, Terry; Committee Member: Burns, Susan; Committee Member: Webster, Donald. Part of the SMARTech Electronic Thesis and Dissertation Collection.

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41

Nelson, Douglas A. "Investigation of Concrete Mixtures to Reduce Differential Shrinkage Cracking in Composite Bridges." Thesis, Virginia Tech, 2013. http://hdl.handle.net/10919/24425.

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The objective of the research presented in this thesis was to develop a concrete bridge deck topping mixture that resists the effects of differential shrinkage by decreasing shrinkage and increasing creep. . In addition, the amount of tensile creep that concrete experiences under long-term tensile stresses were quantified and compared to compressive creep values in order to gain a better understanding of how concrete behaves under tension. Test results show that the amount of tensile creep exceeded compressive creep by a factor of 2-5. Various shrinkage and creep models were compared against

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Bettinger, Christopher L. "Effects of thermal expansion on a skewed semi-integral bridge." Ohio : Ohio University, 2001. http://www.ohiolink.edu/etd/view.cgi?ohiou1173468821.

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43

Dukes, Jazalyn Denise. "Application of bridge specific fragility analysis in the seismic design process of bridges in california." Diss., Georgia Institute of Technology, 2013. http://hdl.handle.net/1853/47687.

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The California Department of Transportation (Caltrans) seismic bridge design process for an Ordinary Bridge described in the Seismic Design Criteria (SDC) directs the design engineer to meet minimum requirements resulting in the design of a bridge that should remain standing in the event of a Design Seismic Hazard. A bridge can be designed to sustain significant damage; however it should avoid the collapse limit state, where the bridge is unable to resist loads due to self-weight. Seismic hazards, in the form of a design spectrum or ground motion time histories, are used to determine the deman

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44

Woll, Joakim. "Soil Steel Composite Bridges for High-Speed Railways : 2D FEM analysis of the Björnbo Bridge." Thesis, KTH, Bro- och stålbyggnad, 2014. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-153227.

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This research aims to analyse the dynamic behaviour of Soil-Steel Composite Bridges when subjected by high-speed trains. the analyses of the dynamic response for these structures are needed since there is little research performed in the present field of knowledge. Since there is also in need to perform separate dynamic analysis for these structures to verify their dynamic response, the dynamic behaviour must be analysed. The research are performed in 2D FE-models in the commercial FE-program Brigade/PLUS since there is of interest to analyse if simplified 2D-models can predict the dynamic beh

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Bianchi, Eric Loran. "COCO-Bridge: Common Objects in Context Dataset and Benchmark for Structural Detail Detection of Bridges." Thesis, Virginia Tech, 2019. http://hdl.handle.net/10919/87588.

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Common Objects in Context for bridge inspection (COCO-Bridge) was introduced for use by unmanned aircraft systems (UAS) to assist in GPS denied environments, flight-planning, and detail identification and contextualization, but has far-reaching applications such as augmented reality (AR) and other artificial intelligence (AI) platforms. COCO-Bridge is an annotated dataset which can be trained using a convolutional neural network (CNN) to identify specific structural details. Many annotated datasets have been developed to detect regions of interest in images for a wide variety of applications a

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46

Bagge, Niklas. "Structural assessment procedures for existing concrete bridges : Experiences from failure tests of the Kiruna Bridge." Doctoral thesis, Luleå tekniska universitet, Byggkonstruktion och brand, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-63000.

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Assessing existing bridges is an important task in the sustainable management ofinfrastructure. In practice, structural bridge assessments are usually conducted usingtraditional and standardised methods, despite knowledge that these methods oftenprovide conservative estimates. In addition, more advanced methods are available, suchas nonlinear finite element (FE) analysis, that are used for research purposes and cansimulate the structural behaviour of bridges more accurately. Therefore, it would beuseful to develop practical and reliable procedures for refined assessments using theseadvanced te

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47

Xue, Junqing. "Retrofit of Existing Bridges with Concept of Integral Abutment Bridge: Static and Dynamic Parametric Analysis." Doctoral thesis, Università degli studi di Trento, 2013. https://hdl.handle.net/11572/368825.

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The integral abutment bridge (IAB) constituted by the superstructure and the substructure can achieve a composite action responding as a single structural unit by eliminating or reducing expansion joints and bearings. Accordingly, the construction and maintenance costs can be reduced. Therefore, the IAB concept has recently become a topic of remarkable interest among bridge engineers, not only for newly built bridges but also during refurbishment processes. The research topic concerns the retrofit of existing bridges with the IAB concept. In order to investigate the retrofitting technique with

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48

Xue, Junqing. "Retrofit of Existing Bridges with Concept of Integral Abutment Bridge: Static and Dynamic Parametric Analysis." Doctoral thesis, University of Trento, 2013. http://eprints-phd.biblio.unitn.it/941/1/PhD_Thesis_JunqingXUE_2013.pdf.

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The integral abutment bridge (IAB) constituted by the superstructure and the substructure can achieve a composite action responding as a single structural unit by eliminating or reducing expansion joints and bearings. Accordingly, the construction and maintenance costs can be reduced. Therefore, the IAB concept has recently become a topic of remarkable interest among bridge engineers, not only for newly built bridges but also during refurbishment processes. The research topic concerns the retrofit of existing bridges with the IAB concept. In order to investigate the retrofitting technique wit

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49

Yuen, Lik Hang. "Performance of Concrete Bridge Deck Joints." Diss., CLICK HERE for online access, 2005. http://contentdm.lib.byu.edu/ETD/image/etd674.pdf.

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50

Jimenez, Chong Juan Manuel. "Construction engineering of steel tub-girder bridge systems for skew effects." Diss., Georgia Institute of Technology, 2012. http://hdl.handle.net/1853/43583.

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The torsional rigidity of tub-girder makes them ideal for use in curved bridges. The use on skewed support applications by bridge designers is limited as the behavior is complex and requires the use of advanced analysis tools. In consequence, a simplified analysis method to account for the effects of skew on tub-girder twist rotations and internal torques and how these affect the internal component forces was proposed. The combined effects of skew and curvature are studied by examining the results for analysis with different levels of sophistication for 18 representative bridges. The data gene

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