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Gotowe bibliografie tematyczne / Bridges

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Gotowa bibliografia na temat „Bridges”

Autor: Grafiati

Data publikacji: 4 czerwca 2021

Data aktualizacji: 25 lipca 2025

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Artykuły w czasopismach na temat "Bridges"

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Abdul Salam, Ayisha Sana, and Anila S. "Response of T Beam Bridge by Varying Skew Angle." Journal of Recent Activities in Infrastructure Science 9, no. 2 (2024): 22–26. http://dx.doi.org/10.46610/jorais.2024.v09i02.003.

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Bridges are ensuring the smooth flow of goods and people. The seismic performance of bridges, especially those with unique geometries, such as T-beam bridges with zero skew angles, is paramount in earthquake-prone regions. This project comprehensively analyses a T-beam bridge with a 10⁰ to 50⁰ skew angle. The response of T-beam bridges to varying skew angles is a critical area of study in structural engineering, as skewed bridges are standard in modern infrastructure due to geometric and site constraints. This research investigates the impact of different skew angles on the structural performa

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Radnić, Jure, Domagoj Matešan, and Ivan Banović. "Bridges with multiple structural systems: The example of Trilj Bridge reconstruction in Croatia." Bridge Structures 17, no. 1-2 (2021): 65–75. http://dx.doi.org/10.3233/brs-210185.

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Development of multiple structural systems for bridges is useful in the design of new bridges and rehabilitation of existing bridges. This paper briefly presents some existing bridges with multiple structural systems and succinctly discusses design ideas for bridges with such systems. As an example of a bridge with multiple structural systems, the paper presents the reconstruction of a pedestrian suspension bridge in the City of Trilj, Croatia. The new bridge’s load-bearing structure is composed of several structural systems. Namely, the reconstructed bridge is a combination of suspension, cab

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Mohandas G.V and Sitansu k.Panda. "Hair pin bends of epicardial coronary arteries - a unique feature in multiple myocardial bridges." International Journal of Research in Pharmaceutical Sciences 10, no. 3 (2019): 2250–54. http://dx.doi.org/10.26452/ijrps.v10i3.1460.

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Myocardial bridge(MB) is an anatomical variant. Sometimes MB can cause compression over the coronary arteries and causes ischemic heart diseases.MB associated with bends of coronary arteries double the risk of coronary artery disease. So the present study aimed to find out the incidence of bends of the coronary artery along with the myocardial bridging. 100 heart specimens were obtained from routine dissection conducted for undergraduate students in the department of Anatomy IMS & SUM Hospital Bhubaneswar. After the simple dissecting procedure, epicardial coronary arteries, their branches

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Mataich, Hafid, and Prof Bouchta El Amrani. "Dynamic Response of Suspension Bridges Due to Coupling Between Buffeting and Aeroelastic Flutter." International Journal of Emerging Science and Engineering 13, no. 2 (2025): 30–39. https://doi.org/10.35940/ijese.k9974.13020125.

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The effects of turbulent winds on suspension bridges are considerable, significantly influencing the bridge's floating instability and, as a result, its safety and performance. Predicting the coupled response of buffeting and flutter in suspension bridges is an advanced area of structural and aeroelastic engineering. Buffeting and flutter are not independent phenomena; buffeting, by exciting specific natural frequencies of the bridge, can contribute to the onset of flutter. Furthermore, once flutter is triggered, it alters the dynamics of the bridge, potentially amplifying the effects of buffe

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SOUSA, Helder, Bruno J. A. COSTA, António Abel HENRIQUES, João BENTO, and Joaquim A. FIGUEIRAS. "ASSESSMENT OF TRAFFIC LOAD EVENTS AND STRUCTURAL EFFECTS ON ROAD BRIDGES BASED ON STRAIN MEASUREMENTS." JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT 22, no. 4 (2015): 457–69. http://dx.doi.org/10.3846/13923730.2014.897991.

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Several technical and scientific publications have been made available focussing on Bridge Weight-in-Motion (BWIM) concerning railway bridges. On the contrary, BWIM analysis on road bridges are more scarce and therefore, this work intends to provide a contribution by presenting the BWIM analysis performed on two major road bridges in Portugal – Lezíria Bridge and Pinhão Bridge. These bridges are equipped with electric and optical strain gauges, acquisition systems with features that allow high sampling rates. Based on the collected data and focussing on the bridges’ lifetime, a probabilistic

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Viktoria Stoilova. "Reinforced concrete bridges deterioration processes: A review." World Journal of Advanced Engineering Technology and Sciences 13, no. 2 (2024): 001–12. http://dx.doi.org/10.30574/wjaets.2024.13.2.0525.

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During their service life, reinforced concrete bridges are repeatedly subjected to an aggressive environment, which adversely affects the structural members. In order to prevent any serious damage from occurring, it is important to understand the factors and processes that have a negative effect on reinforced concrete bridges and might worsen the bridge's performance. The purpose of this paper is to review and identify the most common causes of reinforced concrete bridge deterioration. Initially, an in-depth review of a large amount of literature is conducted to identify the most relevant form

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Wibowo, Heriyanto, and Sinung Tri Nugroho. "Penerapan Metode Analythic Hierarchy Process untuk Pengambilan Keputusan Pemilihan Desain Jembatan Kereta Api." Jurnal Teknik Transportasi 1, no. 1 (2020): 40. http://dx.doi.org/10.54324/jtt.v1i1.429.

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Padalarang - Purwakarta line track is a very crowded but potential track since it connects Jakarta - Bandung. Argo Parahyangan train and freight train are passing through this track. Therefore, it is crucial to build double track lane. However, it is difficult to execute due to a wide and deep river which requires a new bridge with a complex high cost construction. That is the reason why, an in-depth evaluation of the bridge design is needed. In selecting the bridge design, the Analytical Hierarchy Process was used as the selection method. The method would applied a four-level developed struct

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Li, Zi Qi, and Yan Yan Fan. "Study on Seismic Response Reduction of a Long-Span Cable-Stayed Bridge by Adding Viscous Dampers at the Different Positions." Advanced Materials Research 295-297 (July 2011): 2304–8. http://dx.doi.org/10.4028/www.scientific.net/amr.295-297.2304.

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Bridge is an important part of transport system, especially for the long-span bridges of important route. And it belongs to the lifeline project. It is an important measure for reducing the secondary disaster to ensure bridge’s normality in traffic after the earthquake. Currently, the isolation seismic design of long-span bridges with the special structure is used to reduce damage of bridges by the reason of the earthquake. Based on damping principle of the viscous dampers, the calculation and analysis of what the effect of shock absorption done by damper in decorate position of long-span cabl

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Tasnic, Mihail, and Ilia Catereniuc. "Some morphological aspects of myocardial bridges." Moldovan Medical Journal 64, no. 2 (2021): 58–64. http://dx.doi.org/10.52418/moldovan-med-j.64-2.21.11.

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Background: Myocardial bridges are variants of the intramyocardial position of the coronary arteries. In the specialty literature, hot topics in cardiovascular field are myocardial infarction and non-obstructive coronary artery disease with frequent connection with myocardial bridges. Material and methods: The morphological study was based on the analysis of 200 human hearts and fragments of coronary arteries. The retrospective study was focused on the analysis of 6168 coronary angiography reports, to identify patients with myocardial bridges, their preferred location, the degree of systolic s

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Campbell, Kristopher, Myra Lydon, Nicola-Ann Stevens, and Su Taylor. "Analysis of Arch Bridge Condition Data to Identify Network-Wide Controls and Trends." Infrastructures 9, no. 4 (2024): 70. http://dx.doi.org/10.3390/infrastructures9040070.

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This paper outlines an initial analysis of 20 years of data held on an electronic bridge management database for approximately 3500 arch bridges across Northern Ireland (NI) by the Department for Infrastructure. Arch bridges represent the largest group of bridge types, making up nearly 56% of the total bridge stock in NI. This initial analysis aims to identify trends that might help inform maintenance decisions in the future. Consideration of the Bridge Condition Indicator (BCI) average value for the overall arch bridge stock indicates the potential for regional variations in the overall condi

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Rozprawy doktorskie na temat "Bridges"

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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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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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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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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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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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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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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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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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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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Williams, Melissa. "A plan for the long-term performance of bridges." Access to citation, abstract and download form provided by ProQuest Information and Learning Company; downloadable PDF file, 229 p, 2007. http://proquest.umi.com/pqdweb?did=1251904781&sid=1&Fmt=2&clientId=8331&RQT=309&VName=PQD.

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Książki na temat "Bridges"

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Ardley, Neil. Bridges. Garrett Educational Corporation, 1990.

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Rickard, Graham. Bridges. Bookwright Press, 1987.

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Bakht, Baidar, and Aftab Mufti. Bridges. Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-17843-1.

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Daniel, Moreton, ed. Bridges. Scholastic, 1999.

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David, Outerbridge, ed. Bridges. Abrams, 1989.

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ill, Bova Louise, and K'NEX Industries, eds. Bridges. Scholastic, 2001.

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Uma, Nair, and Art Alive Gallery, eds. Bridges. Art Alive Gallery, 2005.

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Richards, Julie. Bridges. Smart Apple Media, 2003.

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Oxlade, Chris. Bridges. Raintree Steck-Vaughn, 1997.

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Richardson, Joy. Bridges. F. Watts, 1994.

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Części książek na temat "Bridges"

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Matsagar, Vasant, Saeid Eslamian, Kaveh Ostad-Ali-Askari, et al. "Bridges." In Encyclopedia of Earth Sciences Series. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-12127-7_35-1.

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Bonnington, C. Paul, and Charles H. C. Little. "Bridges." In The Foundations of Topological Graph Theory. Springer New York, 1995. http://dx.doi.org/10.1007/978-1-4612-2540-9_10.

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Wenzel, Helmut. "Bridges." In Handbook of Technical Diagnostics. Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-25850-3_22.

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Holmes, John D., and Seifu A. Bekele. "Bridges." In Wind Loading of Structures. CRC Press, 2020. http://dx.doi.org/10.1201/9780429296123-12.

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Crane, Ralph J. "Bridges." In Inventing India. Palgrave Macmillan UK, 1992. http://dx.doi.org/10.1057/9780230380080_4.

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Uzmi, Zartsh Afzal, and Tariq Mahmood Jadoon. "Bridges." In Handbook of Computer Networks. John Wiley & Sons, Inc., 2011. http://dx.doi.org/10.1002/9781118256053.ch25.

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Matsagar, Vasant, Saeid Eslamian, Kaveh Ostad-Ali-Askari, et al. "Bridges." In Encyclopedia of Earth Sciences Series. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-73568-9_35.

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Roznowski, Rob. "Bridges." In Roadblocks in Acting. Macmillan Education UK, 2017. http://dx.doi.org/10.1057/978-1-137-60970-0_9.

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Lassmann, Wolfgang. "Bridges." In Lost To Desire. Routledge, 2021. http://dx.doi.org/10.4324/9781003228363-14.

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Proske, Dirk. "Bridges." In The Collapse Frequency of Structures. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-97247-9_3.

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Streszczenia konferencji na temat "Bridges"

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Meade, Bobby, Sudhir Palle, and Theodore Hopwood. "Duplex Coating on KYTC Bridges." In SSPC 2016 Greencoat. SSPC, 2016. https://doi.org/10.5006/s2016-00045.

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The 2014 US bridge inventory lists over 610,000 highway bridges. Industry experts believe that the cost of maintaining those bridges for repairs due to corrosion is at least $30 billion annually. Bridge owners do not have the resources to maintain bridges in good condition. New bridges are being constructed, at the rate of approximately 3,000 nationally each year. Those new bridges must not pose additional maintenance burdens on the already inadequate bridge maintenance budgets. The Federal Highway Administration (FHA) has long sought a 100-year bridge design. Bridges have been historically de

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Al-Hijazeen, Asseel, and Kálmán Koris. "Smart Health Monitoring of Concrete Bridges Using Digital Twin and Ai Applications." In Concrete Structures and Technology 2024. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-ac7nhw.

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Safety and sustainability of reinforced concrete bridges may be increased by observing their condition during operation and thus accurately predicting their behaviour under various load conditions. This can be achieved through a monitoring system and automatic error detection based on the measured data. By detecting potential issues early on, significant damages can be prevented before they occur. Despite extensive data collection from many monitored bridges, this data often remains unprocessed and uninformative in its raw form. We aim to transform this data into a format that can help to esti

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Caner, Alp, and Debra Moolin. "Integration of Seismic Vulnerabilities into Bridge Asset Management." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.0483.

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<p>A bridge asset management system generally includes inventory data, inspection records, monitoring information, condition assessments, life cycle cost analyses, and prioritization of needs for bridges under operation. However, there are few studies that incorporate the seismic vulnerabilities of bridges into these management systems. The seismic vulnerabilities of a structure are primarily influenced by factors such as the seismic zone, soil type, anticipated ground motion during the bridge’s remaining lifespan, and the predicted condition of the bridge during a seismic event. This pa

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Arif, Farrukh, Laiba Ayub, Filza Ahmed Khan, and Asad-ur-Rehman Khan. "Conceptual Framework for IoT-Based Structural Health Monitoring of RC Bridges for Maintenance Decision-Making." In Technology Enabled Civil Infrastructure Engineering & Management Conference. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-q8nkqw.

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Infrastructure development serves as an indicator of a country’s social and economic growth. Bridges are the key assets of infrastructure projects that are built for a design life of more than 50 years. During their lifespan, they are subjected to defects and deterioration due to physical changes, chemical attacks, internal reactions, etc. that are required to be addressed by timely inspection and monitoring. Inspection practices have a great impact on maintenance planning and decision-making. Since bridges are public infrastructure the budget allocated to their repair and maintenance is limit

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McMillan, Chris. "Polysiloxane Coatings for Steel Bridges." In SSPC 2011. SSPC, 2011. https://doi.org/10.5006/s2011-00049.

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Abstract Bridge coatings have evolved significantly over the years, which has lead to wide array of coating types for the bridge coatings community to choose from. This paper will briefly discuss the evolution of bridge coatings through time, and will also discuss the most current systems deployed in the coating of structural steel bridges. The primary focus of this paper will be centered on one of the newer technologies available, polysiloxane.

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Ferguson, Aaron, Jorge Pérez Armiño, Dillon Betts, and Ahsan Chowdhury. "Review of the Asset Management, Inspection and Rehabilitation Work Required to Maintain Two Suspension Bridges, Angus L. Macdonald and A. Murray MacKay, in Halifax, Nova Scotia (Canada)." In IABSE Congress, San José 2024: Beyond Structural Engineering in a Changing World. International Association for Bridge and Structural Engineering (IABSE), 2024. https://doi.org/10.2749/sanjose.2024.0209.

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<p>The Angus L. Macdonald Bridge, opened in 1955, and the A. Murray Mackay Bridge, opened in 1970, are two suspension bridges that connect the cities of Dartmouth and Halifax in Nova Scotia, Canada. The Macdonald Bridge is 1347 m long (441 m main span) while the MacKay Bridge is 1236 m (426 m main span). The bridges are owned, operated and maintained by the Halifax Dartmouth Bridge Commission, doing business as the Halifax Harbour Bridges (HHB), whose main mandate is to provide safe, efficient, and reliable transportation infrastructure over the Halifax Harbour. A continuous effort has b

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Gagné, M. "The Cost of Steel Corrosion in Bridges." In CONFERENCE 2025. AMPP, 2025. https://doi.org/10.5006/c2025-00241.

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Reinforced concrete and steel, the two primary construction materials for bridges, have a heavy environmental footprint and both can fail prematurely from corrosion. Extending the lives of existing bridge structures reduces the total cost of ownership of a bridge, but also reduces the mining and processing activity needed to produce new construction materials. Life Cycle Costs and Life Cycle Assessment are important tools to measure this performance. Thermal sprayed zinc (TSZ) coatings have proven to be durable and economical for protecting and extending the lives of both reinforced concrete a

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Carlson, Jeff. "Summary of AASHTO/NSBA S8.2, SSPC-PA 18 - Specification for Application of Thermal Spray Coatings on Steel Bridges." In CORROSION 2018. NACE International, 2018. https://doi.org/10.5006/c2018-10896.

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Abstract In June 2017, the American Association of State Highway and Transportation Officials (AASHTO) Subcommittee on Bridges and Structures is expected to adopt the recently completed AASHTO/NSBA S8.2, SSPC-PA 18 - Specification for Application of Thermal Spray Coatings on Steel Bridges1. This specification was the collective work of over 50 stakeholders within the AASHTO/NSBA Collaboration group TG8 (Coatings), including thermal spray coatings (TSC) applicators, bridge owners, engineers, and inspectors. This new specification establishes and defines the functions, operations, requirements,

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Gallishaw, Nathaniel, Gunnstein Frøseth, Anders Rönnquist, Rune Schlanbusch, and Surya Kandukuri. "Quantifying error in finite-element models of steel railway bridges." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.2567.

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<p>More than half of the 900 steel railway bridges in Norway have exceeded their design service life. The design of these bridges did not account for modern axle loads and train speeds, nor fatigue limit states. Replacing every bridge that has exceeded its design service life, however, would not be feasible, and many of these bridges are still structurally sound. To calculate the remaining service life of bridges, finite-element models have been established. The accuracy of a remaining service life calculation is dependent on the accuracy of the model. In this case, a model of Lundamo ra

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Dore, Nicole, Valeria Belloni, Augusto Mazzoni, and Mattia Crespi. "Safe Bridge: Geomatic Monitoring Services for Safe Bridges." In IGARSS 2024 - 2024 IEEE International Geoscience and Remote Sensing Symposium. IEEE, 2024. http://dx.doi.org/10.1109/igarss53475.2024.10642672.

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Raporty organizacyjne na temat "Bridges"

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Andrawes, Bassem, Isaias Colombani, Md Abdul Hamid Mirdad, and Alexander Chen. Load Rating of Reinforced Concrete Slab Bridges Using Field Testing. Illinois Center for Transportation, 2024. https://doi.org/10.36501/0197-9191/24-025.

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Bridge load-rating analysis is typically used to assess the safe load-carrying capacity of bridges. However, in many cases, this analytical approach was proven to be too conservative, which leads to unnecessary bridge postings and road restrictions. In such cases, field testing is sought as a more reliable method for assessing the structural condition of the investigated bridge. This study focused on investigating the efficacy and practicality of performing load rating on reinforced concrete slab bridges in Illinois using two field testing methods—namely, diagnostic and proof load testing. The

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Wang, Yao, Mirela D. Tumbeva, and Ashley P. Thrall. Evaluating Reserve Strength of Girder Bridges Due to Bridge Rail Load Shedding. Purdue University, 2021. http://dx.doi.org/10.5703/1288284317308.

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This research experimentally and numerically evaluated the reserve strength of girder bridges due to bridge rail load shedding. The investigation included: (1) performing non-destructive field testing on two steel girder bridges and one prestressed concrete girder bridge, (2) developing validated finite element numerical models, and (3) performing parametric numerical investigations using the validated numerical modeling approach. Measured data indicated that intact, integral, reinforced concrete rails participate in carrying live load. Research results culminated in recommendations to evaluat

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Mangalathu, Sujith, Mehrdad Shokrabadi, and Henry Burton. Aftershock Seismic Vulnerability and Time-Dependent Risk Assessment of Bridges. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2019. http://dx.doi.org/10.55461/uuue2614.

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The time-dependent seismic risk of bridges is assessed while account accounting for the effect of aftershocks and the uncertainty in the damage state after a mainshock event. To achieve this, a Markov risk-assessment framework is adopted to account for the probabilistic transition of the bridge structure through different damage states and time-dependent aftershock hazard. The methodology is applied to three typical California bridge configurations that differ only based on their era of design and construction. Era 11, Era 22, and Era 33 designations are used for the three bridges, which are d

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Pham, Melissa V., William R. Fields, Dustin T. Brown, et al. Bridge Resource Inventory Database for Gap Emplacement Selection (BRIDGES). U.S. Army Engineer Research and Development Center, 2023. http://dx.doi.org/10.21079/11681/47359.

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Wet gap crossings are one of the most complex maneuvers undertaken by military engineers, who, along with engineer planners, require better tools to increase the capacity for efficient use of limited bridging resources across the battlespace. Planning for bridging maneuvers often involves a complicated and inefficient system of ad hoc spreadsheets combined with an overreliance on the personal experience and training of subject matter experts (SMEs). Bridge Resource Inventory Database for Gap Emplacement Selection (BRIDGES) uses interactive mapping and database technology in order to streamline

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Bonthron, Leslie, Corey Beck, Alana Lund, et al. Empowering the Indiana Bridge Inventory Database Toward Rapid Seismic Vulnerability Assessment. Purdue University, 2021. http://dx.doi.org/10.5703/1288284317282.

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With the recent identification of the Wabash Valley Seismic Zone in addition to the New Madrid Seismic Zone, Indiana’s Department of Transportation (INDOT) has become concerned with ensuring the adequate seismic performance of their bridge network. While INDOT made an effort to reduce the seismic vulnerability of newly-constructed bridges, many less recent bridges still have the potential for vulnerability. Analyzing these bridges’ seismic vulnerability is a vital task. However, developing a detailed dynamic model for every bridge in the state using information from structural drawings is rath

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Chang, Luh, Tarek Zayed, and Jon Fricker. Steel Bridge Protection Policy: Evaluation of Bridge Coating system for INDOT Steel Bridges. Purdue University, 1999. http://dx.doi.org/10.5703/1288284313319.

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Demina, O. A., and S. A. Bakhtin. Tutorial Bridges, tunnels. OFERNIO, 2020. http://dx.doi.org/10.12731/ofernio.2020.24544.

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ABERDEEN TEST CENTER MD SUPPORT EQUIPMENT DIV. Bridges and Equipment. Defense Technical Information Center, 2009. http://dx.doi.org/10.21236/ada505642.

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Chang, Luh, Tarek Zayed, and Jon Fricker. Steel Bridge Protection Policy: Metalization of Steel Bridges: Research and Practice. Purdue University, 1999. http://dx.doi.org/10.5703/1288284313322.

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Groeneveld, Andrew B., Stephanie G. Wood, and Edgardo Ruiz. Estimating Bridge Reliability by Using Bayesian Networks. Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/39601.

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As part of an inspection, bridge inspectors assign condition ratings to the main components of a bridge’s structural system and identify any defects that they observe. Condition ratings are necessarily somewhat subjective, as they are influenced by the experience of the inspectors. In the current work, procedures were developed for making inferences on the reliability of reinforced concrete girders with defects at both the cross section and the girder level. The Bayesian network (BN) tools constructed in this work use simple structural m echanics to model the capacity of girders. By using expe

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