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Literatura académica sobre el tema "Bridge"

Autor: Grafiati

Publicado: 4 de junio de 2021

Última modificación: 25 de julio de 2025

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Artículos de revistas sobre el tema "Bridge"

Chen, Jihao, Shun Bo Zhao, and Ji Tao Yao. "The Connection Form of New-Built and Existing Bridge Effect on Transverse Distribution of Vehicle Load." Advanced Materials Research 250-253 (May 2011): 3008–11. http://dx.doi.org/10.4028/www.scientific.net/amr.250-253.3008.

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Connection the upper components and disconnection the other components is widely used in the expressway hollow slab bridge widening and reconstruction. How to design the transverse joint between newly-built and existing bridges is a key problem in the renovation of prestressed concrete bridges. In this paper, combined with a freeway widening project, 2 kinds of different connection forms were compared by their transverse distribution influence lines, which were calculated by finite element method. The results show that the new and old bridges are working together after widening, which makes ve

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Greenfield, Tina M., and Eugene S. Takle. "Bridge Frost Prediction by Heat and Mass Transfer Methods." Journal of Applied Meteorology and Climatology 45, no. 3 (2006): 517–25. http://dx.doi.org/10.1175/jam2356.1.

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Abstract Frost on roadways and bridges can present hazardous conditions to motorists, particularly when it occurs in patches or on bridges when adjacent roadways are clear of frost. To minimize materials costs, vehicle corrosion, and negative environmental impacts, frost-suppression chemicals should be applied only when, where, and in the appropriate amounts needed to maintain roadways in a safe condition for motorists. Accurate forecasts of frost onset times, frost intensity, and frost disappearance (e.g., melting or sublimation) are needed to help roadway maintenance personnel decide when, w

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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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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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Maryono and Eka Juliar. "METODE PLAKSANAAN PEKERJAAN SLAB PADA JEMBATAN CILUTUNG DI KEC. TOMO KAB. SUMEDANG." SEMINAR TEKNOLOGI MAJALENGKA (STIMA) 7 (September 27, 2023): 54–64. http://dx.doi.org/10.31949/stima.v7i0.882.

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Cilutung Bridge is one of the bridges located on Jalan Raya Tolengas, Tolengas, Tomo District, Sumedang Regency. Bridges have various types of bridges, namely girder bridges, arch bridges, truss bridges, suspension bridges. The bridge component is divided into two, namely the superstructure and the substructure. The structure of the bridge generally includes: sidewalks, vehicle floor slabs, girders, diaphragm beams, and platforms. The structure under the bridge generally includes: the base of the bridge (abutments), bridge pillars (piers) and foundations. The bridge slab is a horizontal struct

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Abdillah, Rifqi Aulia, Sholihin As’ad, and Senot Sangadji. "Allocation Priority Determination System for Provincial Bridge Maintenance Fund in Special Region of Yogyakarta By Examining Physical Conditions, Operational Cost and Volume of Traffic." International Journal of Science and Applied Science: Conference Series 2, no. 1 (2017): 300. http://dx.doi.org/10.20961/ijsascs.v2i1.16732.

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The maintenance of bridges is relatively expensive. Those may lead the maintenance program into a classical problem which is limited of the fund. Therefore, the priority level of bridges maintenance is needed in order to attain an effective and efficient fund usage toward prevalent condition of every bridges in Special Region of Yogyakarta. The objective of this research was to provide the maintenance fund for provincial bridges in Special Region of Yogyakarta. The research covered 10 bridges in Special Region of Yogyakarta. The Assessments method for bridge physical

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Yan, Bin, Wenfei Kuang, Rui Gan, Haoran Xie, and Jie Huang. "Track–Bridge Interaction of CWR on Chinese Large-Span Bridge of High-Speed Railway." Applied Sciences 12, no. 18 (2022): 9100. http://dx.doi.org/10.3390/app12189100.

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The track–bridge interaction is a fundamental concern in the field of railway engineering, which plays an important role in the optimization design of railway bridges, especially for heavy-haul railway and high-speed railway bridges. This paper systematically introduces the research status of the CWR track–bridge interaction for large-span bridges of high-speed railway in China. The evolution process of the track–bridge interaction model from the simplest elastic bar and linear longitudinal resistance model to the complex beam–rail interaction model considering the loading history is described

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Xiang, Zhong Fu, and Yong Zeng. "Chongqing Bridge and its Combination Bridge." Applied Mechanics and Materials 147 (December 2011): 45–49. http://dx.doi.org/10.4028/www.scientific.net/amm.147.45.

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A brief introduction is given about the history and current situation of Chongqing Bridge. Several combination bridges are introduced in detail about structure characteristic and innovation: Chongqing Wushan Yangtze River Bridge--steel tube- concrete composite arch bridge; Twinning of Chongqing Yangtze River Bridge--steel-concrete composite rigid frame bridge; Chaotianmen Yangtze River Bridge --steel truss - arch composite bridge; Caiyuanba Yangtze River Bridge --Rigid Frame - Tied Arch Bridge.

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Sukenik, Shahar, Yoav Boyarski та Daniel Harries. "Effect of salt on the formation of salt-bridges in β-hairpin peptides". Chem. Commun. 50, № 60 (2014): 8193–96. http://dx.doi.org/10.1039/c4cc03195d.

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The formation of salt-bridges in β-hairpin peptides is measured in increasing salt concentrations, indicating a decrease in the salt-bridged population due to charge–charge screening, as well as non-cooperative salt-bridge triads.

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Zhao, Weixiang, Yanyan Zhao, Zhuojun Li, and Bing Qin. "Knowledge-Bridged Causal Interaction Network for Causal Emotion Entailment." Proceedings of the AAAI Conference on Artificial Intelligence 37, no. 11 (2023): 14020–28. http://dx.doi.org/10.1609/aaai.v37i11.26641.

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Causal Emotion Entailment aims to identify causal utterances that are responsible for the target utterance with a non-neutral emotion in conversations. Previous works are limited in thorough understanding of the conversational context and accurate reasoning of the emotion cause. To this end, we propose Knowledge-Bridged Causal Interaction Network (KBCIN) with commonsense knowledge (CSK) leveraged as three bridges. Specifically, we construct a conversational graph for each conversation and leverage the event-centered CSK as the semantics-level bridge (S-bridge) to capture the deep inter-utteran

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Tesis sobre el tema "Bridge"

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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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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Odeh, Beesan. "Bridge." Youngstown State University / OhioLINK, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=ysu1558963376997409.

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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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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. Principal faculty advisors: Michael J. Chajes and Jennifer Righman McConnell, Dept. of Civil & Environmental Engineering. Includes bibliographical references.

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Mousavi, Marjan. "Life Cycle Assessment of Portland Cement and Concrete Bridge : Concrete Bridge vs. Wooden Bridge." Thesis, KTH, Industriell ekologi, 2013. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-122462.

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Today global warming mitigation, natural resource conservation and energy saving are some of the significant concerns of different industries, such as cement and concrete industries. For that reason, a streamlined life cycle assessment (LCA) model of one ton of a Portland cement, CEM I produced in Cementa AB’s Degerhamn plant, has been developed by using the LCA software KCL-ECO. LCA is a tool that identifies in which stages of a product’s life cycle the most environmental burdens occur. The environmental analysis was limited to identify total energy consumption and total carbon dioxide (CO2)

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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. Includes special report study entitled: The aesthetic design of road and bridge landscapes. Includes bibliographical references. Also available in print.

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Butler, Hiroko Y. "Bridge & non-bridge verb asymmetries in Japanese." The Ohio State University, 1989. http://rave.ohiolink.edu/etdc/view?acc_num=osu1116615143.

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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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Chang, Hung Yuan. "Bridge DNA." Thesis, Rochester Institute of Technology, 2018. http://pqdtopen.proquest.com/#viewpdf?dispub=10822889.

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This thesis work centers on the relationship between bridge structure, construction methods and timberwork, coming from the processes of design and manufacturing. In this thesis, I intend to discover and develop different characteristics of different structures and materials and create works that are visually powerful using different visual languages. I began to learn about bridge design after I started working full time after graduating from university. During that period I was involved in the creation of several bridge designs and obtained experience as a builder. The bridge that I helpe

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Libros sobre el tema "Bridge"

Parliament, Scotland. Erskine Bridge tolls Act 2001. Stationery Office, 2001.

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Fuente, Ana María de la and Mateo Elsa, eds. Mrs. Bridge: Mr Bridge. Seix Barral, 2011.

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Investigation, New York (State) Temporary Commission of. The collapse of the Schoharie Creek Bridge: New York State's inadequate bridge inspection program. The Commission, 1987.

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Reese, Terence. Bridge. NTC Pub. Group, 1992.

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Han-sook, Chung. Bridge. Dong-suh-Munhak-sa, Inc., 1990.

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Franchino, Vicky. Bridge. Cherry Lake Pub., 2009.

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Galt, David. Bridge. Wiley Pub., 2008.

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David, Bird. Bridge. McGraw-Hill, 2004.

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Bridge Bridge Bridge Bridge. Independently Published, 2018.

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Bridges, Golden Gate Bridge. Klett, 2000.

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Capítulos de libros sobre el tema "Bridge"

Nesteruk, Dmitri. "Bridge." In Design Patterns in .NET Core 3. Apress, 2020. http://dx.doi.org/10.1007/978-1-4842-6180-4_8.

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Nesteruk, Dmitri. "Bridge." In Design Patterns in Modern C++. Apress, 2018. http://dx.doi.org/10.1007/978-1-4842-3603-1_7.

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Chung, Carlo. "Bridge." In Pro Objective-C Design Patterns for iOS. Apress, 2011. http://dx.doi.org/10.1007/978-1-4302-3331-2_9.

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Dockins, Kelt. "Bridge." In Design Patterns in PHP and Laravel. Apress, 2016. http://dx.doi.org/10.1007/978-1-4842-2451-9_10.

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Weik, Martin H. "bridge." In Computer Science and Communications Dictionary. Springer US, 2000. http://dx.doi.org/10.1007/1-4020-0613-6_1854.

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Hesse, Nils. "Bridge." In Spielend gewinnen. Springer Fachmedien Wiesbaden, 2014. http://dx.doi.org/10.1007/978-3-658-04441-1_30.

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Nesteruk, Dmitri. "Bridge." In Design Patterns in .NET. Apress, 2019. http://dx.doi.org/10.1007/978-1-4842-4366-4_8.

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Musch, Olaf. "Bridge." In Design Patterns with Java. Springer Fachmedien Wiesbaden, 2023. http://dx.doi.org/10.1007/978-3-658-39829-3_25.

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Hunt, John. "Bridge." In Scala Design Patterns. Springer International Publishing, 2013. http://dx.doi.org/10.1007/978-3-319-02192-8_27.

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Nesteruk, Dmitri. "Bridge." In Design Patterns in .NET 6. Apress, 2022. http://dx.doi.org/10.1007/978-1-4842-8245-8_8.

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Actas de conferencias sobre el tema "Bridge"

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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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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White, Matthew, and Louis G. Lyras. "The Making of the Bridge Brothers Documentary." In SSPC 2018. SSPC, 2018. https://doi.org/10.5006/s2018-00047.

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Abstract This paper identifies the problems and challenges with the making of the Bridge Brothers documentary, from its inception to the distribution. It will discuss the intent of the film from the perspective of the filmmakers, and the bridge painting contractor. The documentary explains the importance of re-painting and rehabilitating our nation’s bridges, while exploring life on the bridge for the industrial bridge painters (Bridge Brothers) on the Commodore Barry and Walt Whitman Bridges in Philadelphia.

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Untermarzoner, Franz, Johann Kollegger, and Patrick Huber. "LT Bridge – Meeting the Modern Requirements in Bridge Engineering." 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.2025.0785.

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Owners of infrastructure buildings will face enormous challenges in the coming years. Many engineering structures, especially bridges, need to be renovated or rebuilt. They either cannot withstand the current loads or have developed durability problems. Discussions with owners have shown that rapid construction progress is crucial for bridge replacements. Construction sites should minimize traffic disruption as much as possible. As a result, a new, resource-saving, and fast construction method for bridges has been developed. Innovative precast longitudinal girders and deck slab elemen

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Jakobsen, Svein Erik, Trond Even Eggen, Kjell Malo, and Magne Bjertnæs. "The Tretten Timber Bridge collapse, forensic engineering." 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.2024.0692.

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Timber Bridges has the prospects of being environmentally friendly and well adapted to future sustainability requirements. Norway has been a pioneer market for major timber bridges and has as per now around 250 timber bridges of this kind. This market experiences a major setback after Tretten Bridge collapsed in 2022. Tretten Bridge was a major timber truss bridge, and the paper will describe the comprehensive forensic engineering work performed in order to find and document the reason for this severe collapse. This work comprised advanced structural analyses and material tests, as we

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Storni, Daniele, Harpal Singh, Per Johan Nicklasson, and Giuseppe Occhipinti. "Modelling and dynamic identification of bridge in the cold climate region: the Herøysund bridge case study." 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.2025.0704.

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Main parts of Norway and especially the northern parts are characterized by topographical conditions where bridges play a crucial role in connecting people, villages and business activities. Due to the topography, each bridge has a key role in the road network, and each single one may have significant effects on many aspects of the society in case of collapse or traffic reduction. In the northern region a significant percentage of the bridges have been exposed to extreme environmental conditions for decades, and now also increased traffic loadings due to the expanding sea food industr

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Meade, Bobby, Michael Baase, Sudhir Palle, and Theodore Hopwood. "Evaluation of Surface Preparation Methods to Remediate Chlorides." In SSPC 2017 Greencoat. SSPC, 2017. https://doi.org/10.5006/s2017-00035.

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The most commonly accepted way to protect structural steel on bridges is with liquid applied coatings (paint). The current life expectancy for field-applied protective coatings (maintenance painting) is about 20 years in snow/ice and marine areas. Most bridge owners use a remove-and-replace strategy for maintenance painting, with unit costs usually in excess of $10.00 per ft2. The cost of maintaining a protective coating during the service life of a bridge may approach the bridge’s original construction costs. Extending the service life of protective bridge coatings is critical for maintenance

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Kline, Eric S., Scott B. Rice, and John M. Ekiert. "What Is Needed for Bridge Coating to Last 100 Years (or More)." In Paint and Coatings Expo (PACE) 2009. SSPC, 2009. https://doi.org/10.5006/s2009-00026.

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Abstract Although bridge construction extends back thousands of years, steel bridge painting is in its infancy. The first iron bridge was built in 1779, and the first steel was used in a bridge in 1828. Coated bridges from the 19th century survive, raising the question, “Can coatings protect steel bridges for the next hundred years?” The author discusses how to achieve 100 years of service life using current materials and offers recommendations for improving steel bridge painting.

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Shen, Shaoshi, Chul-Woo Kim, Ye Xia, and Limin Sun. "Comparison of Bridge Deterioration Models based on Bridge Defect Data from Inspection Report." 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.2025.1211.

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Accurate prediction of bridge deterioration is essential for facilitating more informed, efficient, and automated maintenance planning. However, existing bridge deterioration models vary significantly in their theoretical foundations, assumptions, and methodologies. This paper evaluates three types of bridge deterioration models: machine learning based tabular and time series models (LSTM) and Markov chain based models. The models are validated with real-life bridge deterioration data to assess their applicability and performance across a range of scenarios. The comparative analysis e

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Hoffmann, Simon, and Thomas Richli. "Seismic bridge retrofit in Switzerland." 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.2025.0880.

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In Switzerland, bridges built over the last century were usually designed without considering the effects of earthquakes. As a result, they do not meet the requirements that are placed on new bridges today. Existing bridges are typically reinforced for earthquake resistance only during renovation projects or when they undergo modifications or extensions. Changing the bearing concept to floating support is a proven measure. The paper presents a current example given by the overpass over the Rotte river and the motorway near Raron (canton Valais), which was supplemented with a semi-conn

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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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Informes sobre el tema "Bridge"

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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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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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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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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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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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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Terzic, Vesna, and William Pasco. Novel Method for Probabilistic Evaluation of the Post-Earthquake Functionality of a Bridge. Mineta Transportation Institute, 2021. http://dx.doi.org/10.31979/mti.2021.1916.

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While modern overpass bridges are safe against collapse, their functionality will likely be compromised in case of design-level or beyond design-level earthquake, which may generate excessive residual displacements of the bridge deck. Presently, there is no validated, quantitative approach for estimating the operational level of the bridge after an earthquake due to the difficulty of accurately simulating residual displacements. This research develops a novel method for probabilistic evaluation of the post-earthquake functionality state of the bridge; the approach is founded on an explicit eva

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Bowman, Mark D., Bryan D. Hagan, and William D. Hurdle. Steel Bridge Coating Evaluation and Rating Criteria. Purdue University, 2023. http://dx.doi.org/10.5703/1288284317386.

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The aim of the study is to gather information on three topics: (1) the evaluation and rating of steel bridge protective coatings, (2) coating systems used by various states throughout the United States, and (3) maintenance painting procedures employed by various state department of transportation agencies (DOTs). First, it was found that most state DOTs use either an Element Level type rating of the coating system or a 9–0 NBI type rating; many state DOTs use both methodologies, with one used for state bridges and the other for local bridges. Second, for coating systems, it was found that ther

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Moomen, Milhan, Yu Qiao, Bismark Agbelie, Samuel Labi, and Kumares Sinha. Bridge Deterioration Models to Support Indiana’s Bridge Management System. Purdue University, 2017. http://dx.doi.org/10.5703/1288284316348.

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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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