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Relevant bibliographies by topics / Loading bridges

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Academic literature on the topic 'Loading bridges'

Author: Grafiati

Published: 4 June 2021

Last updated: 8 February 2022

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Journal articles on the topic "Loading bridges"

1

Uppal, A. S., S. H. Rizkalla, and R. B. Pinkney. "Response of timber bridges under train loading." Canadian Journal of Civil Engineering 17, no. 6 (1990): 940–51. http://dx.doi.org/10.1139/l90-106.

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Timber bridges are still commonly used by several North American railroads. For short spans, they offer an attractive alternative to other types of bridges, as they are economical, faster to construct, and easy to maintain. Current design practices do not allow an independent consideration of the effects of the dynamic loads in sizing the bridge components, because very little information is available on the subject. Dynamic tests were carried out at two timber railroad bridge sites under the passage of trains at speeds varying from crawl, i.e., 1.6 km/h (1 mph), to 80.5 km/h (50 mph). The loa

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Cofer, William F., Debra S. Matthews, and David I. McLean. "Effects of Blast Loading on Prestressed Girder Bridges." Shock and Vibration 19, no. 1 (2012): 1–18. http://dx.doi.org/10.1155/2012/186272.

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Since the events of September 11th, increased attention has been given to the effects of blast loading on structures. Bridges are especially important due to their potentially critical role in the economy and for emergency response. Prestressed concrete highway bridges are very common, representing 11 percent of state bridges nationwide. Yet, very little is known about how prestressed concrete bridges respond to blast loading.A finite element model of a precast, prestressed concrete girder was created and validated with two experimental blast tests. It was found that for an explosive event abo

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Heywood, Rob, Wayne Roberts, and Geoff Boully. "Dynamic Loading of Bridges." Transportation Research Record: Journal of the Transportation Research Board 1770, no. 1 (2001): 58–66. http://dx.doi.org/10.3141/1770-09.

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CAI, C. S., M. ARAUJO, A. NAIR, and X. SHI. "STATIC AND DYNAMIC PERFORMANCE EVALUATION OF A PRE-STRESSED CONCRETE BRIDGE THROUGH FIELD TESTING AND MONITORING." International Journal of Structural Stability and Dynamics 09, no. 04 (2009): 711–28. http://dx.doi.org/10.1142/s0219455409003259.

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This paper presents field tests performed on a slab-on-girder pre-stressed concrete bridge. The bridge was tested under static loading, crawling loading, and dynamic loading. A full three-dimensional finite element prediction under both static and dynamic loadings was carried out and the results were compared with the field measurements. While acoustic emission (AE) monitoring of bridge structures is not a new vista, the method has not been fully exploited in bridge monitoring. Though numerous quantitative methods have been proposed, they have not yet developed to be useful for actual field te

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Thulaseedharan, Nandhu Pillay, and Matthew Thomas Yarnold. "Prioritization of Texas prestressed concrete bridges for future truck platoon loading." Bridge Structures 16, no. 4 (2021): 155–67. http://dx.doi.org/10.3233/brs-210181.

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Autonomous truck platoons shall soon be traveling our highway system with greater frequency. The objective of the presented study is to conduct a high-level evaluation of the Texas concrete bridge inventory when subjected to potential truck platoon loading. The National Bridge Inventory (NBI) database is utilized to the greatest extent possible. In addition, a significant literature review is performed to make assumptions allowing estimated load rating calculations for the prestressed concrete bridges likely to support future platoons (nearly 3,000 bridges). The truck platoon load ratings, com

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Aydın, Abdulkadir Cüneyt, and Mehmet Fatih Yılmaz. "Assessment of an old roadway bridge under static and seismic loading conditions." Challenge Journal of Structural Mechanics 7, no. 2 (2021): 107. http://dx.doi.org/10.20528/cjsmec.2021.02.006.

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A large proportion of road and railway bridges, present in Turkey served for many years, have been completed their service life or will soon. Continuing safety and sustainability of these bridges under traffic loads have been of great increasing importance to roadway and railway transportation line to be continuous servicing. In addition, the demolition and reconstruction of bridges that have reached the end of their service life or are nearing completion will have a negative impact on the country's economy. All of these requirements' detailed examination of bridges in order to provide economi

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Djamaluddin, Rudy, Rita Irmawaty, and Arbain Tata. "Flexural Capacity of Reinforced Concrete Beams Strengthened Using GFRP Sheet after Fatigue Loading for Sustainable Construction." Key Engineering Materials 692 (May 2016): 66–73. http://dx.doi.org/10.4028/www.scientific.net/kem.692.66.

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Fiber reinforced polymer (FRP) has been applied not only for the simple structures but also for the advanced structures such as bridges or highway bridges for sustainable construction. In case of bridges or highway bridges, the structures experience not only static loadings but also fatigue loadings that may limited the serviceability of the bridge structures. In order to extend of the application of FRP on the such bridge structures to have a sustainable structures, the flexural capacity due to fatigue loading should be clarified. Glass composed FRP sheet namely Glass Fiber Reinforced Plastic

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Kafle, Bidur, Lihai Zhang, Priyan Mendis, et al. "Monitoring the Dynamic Behavior of The Merlynston Creek Bridge Using Interferometric Radar Sensors and Finite Element Modeling." International Journal of Applied Mechanics 09, no. 01 (2017): 1750003. http://dx.doi.org/10.1142/s175882511750003x.

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Bridges play an important role in economic development and bring important social benefits. The development of innovative bridge monitoring techniques will enable road authorities to optimize operational and maintenance activities for bridges. However, monitoring the dynamic behavior of a bridge requires a comprehensive understanding of the interaction between the bridge and traffic loading which has not been fully achieved so far. In the present study, an integrated bridge health monitoring framework is developed using advanced 3D Finite Element modeling in conjunction with Weight-in-motion (

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Urban, Dariusz, Marek Jałbrzykowski, and Maria Gołębiewska. "Fatigue Testing of Dental Bridges on Selected Examples." Acta Mechanica et Automatica 11, no. 1 (2017): 53–57. http://dx.doi.org/10.1515/ama-2017-0008.

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Abstract The paper presents example tests of the functional quality of selected designs of dental bridges. These were: porcelain bridges on a metal base (cobalt based alloy), porcelain bridges on a zirconia base (zirconia ceramic – Zirkon Zahn), and full zirconia bridges (Zirkon Zahn). For the purpose of the study, durability of bridges in cyclic fatigue testing was adopted as a measure of their quality. The tests were carried out on a Zwick Roell Z010 universal testing machine. They consisted in cyclic loading and unloading of dental bridges mounted on gypsum models at a loading force of F= 4

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Suparp, Suniti, and Panuwat Joyklad. "Performance Enhancement of the Existing Bridges due to Overweight Vehicles with Multi-Axle Loading." Applied Mechanics and Materials 752-753 (April 2015): 678–84. http://dx.doi.org/10.4028/www.scientific.net/amm.752-753.678.

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This article presented the analytical results focused on the responses of existing bridges in Thailand subjected to overweight vehicles. The bridges, span lengths ranging from 5 to 20 meters, were loaded by the overweight vehicles with multi-axle loading having gross weight of 400 tons. The rating factors of bridges were also performed. The bridge strengthening methods using carbon fiber reinforcement polymers and intended settlement technique were also presented.The results indicated that the load rating factors were increased and conformed to the load rating standards. The results of this st

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Dissertations / Theses on the topic "Loading bridges"

1

Cimo, Renee. "Analytical modeling to predict bridge performance under blast loading." Access to citation, abstract and download form provided by ProQuest Information and Learning Company; downloadable PDF file, 199 p, 2007. http://proquest.umi.com/pqdweb?did=1338919161&sid=3&Fmt=2&clientId=8331&RQT=309&VName=PQD.

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Malan, Andreas Dawid. "Critical normal traffic loading for flexure of bridges according to TMH7." Thesis, Stellenbosch : Stellenbosch University, 2013. http://hdl.handle.net/10019.1/80013.

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Thesis (MScEng)--Stellenbosch University, 2013.<br>ENGLISH ABSTRACT: Different types of live loading due to traffic may act on bridges. The focus of this study is on normal traffic loading according to the South African specification of TMH7. Heavy vehicles are not included in normal traffic loading. TMH7 represents the code of practice for the design of highway bridges and culverts in South Africa. The aim of the study is to provide an insight into the flexural analysis of skew bridges, under the effects of normal traffic loading. The need for the study arose since the specification of

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Daniels, Joslyn B. Ramey George E. "Flood debris build-up loading and assessment of adequacy of ALDOT bridge pile bents during extreme flood/scour events." Auburn, Ala., 2005. http://repo.lib.auburn.edu/2005%20Summer/master's/DANIELS_JOSLYN_47.pdf.

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Tang, Edmond Kai Cheong. "Numerical simulation of a long span bridge response to blast loading." University of Western Australia. School of Civil and Resource Engineering, 2009. http://theses.library.uwa.edu.au/adt-WU2010.0070.

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[Truncated abstract] As a consequence of the increase in terrorist incidents, many comprehensive researches, both experimental and numerical modelling of structure and blast interaction, have been conducted to examine the behaviour of civilian structures under dynamic explosion and its impact. Nevertheless most of the works in literature are limited to response of simple structures such as masonry walls, reinforced concrete beams, columns and slabs. Although these studies can provide researchers and structural engineers a good fundamental knowledge regarding blast load effect, it is more likel

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Alnuaimi, Matar M. "The behaviour of brickwork arches subjected to cyclic loading." Thesis, University of Salford, 2002. http://usir.salford.ac.uk/26539/.

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There are over 40,000 road bridges in the UK and most of them are over a hundred years old. These bridges were not designed to carry today's modern traffic and the everincreasing live loads especially with the introduction of 40 tonne lorries since January 1999. Moreover, in the case of multi-ring brickwork arches the penetration of rainwater and/or overloading with the passage of time breaks the adhesion between the rings leading to ring separation. The loss of continuum behaviour is accompanied by a significant drop in load carrying capacity. It is important that they continue to perform the

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Yahya, Nurul Fadzlina. "Dynamic amplification of metallic truss railway bridges under fatigue loading." Thesis, University of Surrey, 2014. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.616318.

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The everyday passage of trains over railway bridges produces fatigue damage at critical bridge locations. The amount of fatigue damage accumulated is very sensitive to the stress ranges producing it. The passage of trains produces dynamic amplification of the internal stresses which depends on the train velocity. Therefore, it is imperative to have a reliable estimation of dynamic effects as these directly affect bridge member stresses. Although this topic is well treated in terms of plate girder bridges and dynamic effects considering the ultimate limit state, less literature is available on

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Gustafsson, Johan, and Jakob Myhrberg. "Expansion Joints in timber bridges : Mechanical behavior under external loading." Thesis, Linnéuniversitetet, Institutionen för byggteknik (BY), 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-105321.

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To design a bridge, different typologies of construction materials can be used. All materials have in common that deformations occur due to different events, such as externalloading, temperature- and moisture variations. To allow these kinds of deformations,Expansion Joints (EJs) are used in the structure. In timber bridges, these joints haveturned out to be a complex construction detail, due to problems related to their strengthand moisture capacity. The purpose of this thesis is to overview design codes and tostudy the mechanical behavior of Nosing EJs in a roadway timber bridge under extern

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Addam, A. M. "The use of genetic algorithms in the design of cable-stayed bridges." Thesis, City University London, 1995. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.307883.

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Shah, Bhavik Rameshchandra. "3D finite element analysis of integral abutment bridges subjected to thermal loading." Thesis, Manhattan, Kan. : Kansas State University, 2007. http://hdl.handle.net/2097/388.

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Lam, Tam T. "Performance of steel laminated elastomeric bearings of a full-scale bridge subjected to dynamic loading." Thesis, Georgia Institute of Technology, 2000. http://hdl.handle.net/1853/21016.

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Books on the topic "Loading bridges"

1

Stone, W. C. Inelastic behavior of full-scale bridge columns subjected to cyclic loading. U.S. Dept. of Commerce, National Institute of Standards and Technology, 1989.

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2

Gutkowski, Richard M. Durability and ultimate flexural loading of shear spike repaired, large-scale timber railroad bridge members. Mountain-Plains Consortium, 2007.

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I, Bush David, Tsang Neil C. M, Great Britain Highways Agency, and Imperial College of Science, Technology, and Medicine (Great Britain), eds. Integral bridges: A fundamental approach to the time-temperature loading problem. Telford, 2000.

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4

Newhook, John Patrick. The behaviour of steel-free concrete bridge deck slabs under static loading conditions. Nova Scotia CAD/CAM Centre, Dalhousie University, 1997.

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5

Hachem, Mahmoud M. Performance of circular reinforced concrete bridge columns under bidirectional earthquake loading. Pacific Earthquake Engineering Research Center, 2003.

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6

Cheok, Geraldine S. Behavior of 1/6-scale model bridge columns subjected to cyclic inelastic loading. U.S. Dept. of Commerce, National Bureau of Standards, 1986.

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Cheok, Geraldine S. Behavior of 1/6-scale model bridge columns subjected to cyclic inelastic loading. U.S. Dept. of Commerce, National Bureau of Standards, 1986.

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Cheok, Geraldine S. Behavior of 1/6-scale model bridge columns subjected to cyclic inelastic loading. U.S. Dept. of Commerce, National Bureau of Standards, 1986.

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Cheok, Geraldine S. Behavior of 1/6-scale model bridge columns subjected to cyclic inelastic loading. U.S. Dept. of Commerce, National Bureau of Standards, 1986.

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10

Stephens, Jerry E. Performance of steel pipe pile-to-concrete bent cap connections subject to seismic or high transverse loading, phase II: Final report. Montana Dept. of Transportation, 2005.

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Book chapters on the topic "Loading bridges"

1

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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Fuchs, P. A., S. Petro, U. Halabe, P. Klinkhachorn, and H. GangaRao. "Fatigue Loading Indicator for Bridges." In Research Transformed into Practice. American Society of Civil Engineers, 1995. http://dx.doi.org/10.1061/9780784400944.ch15.

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Konig, Gert, and Peter Seifert. "Fatigue Loading and Design for Road Bridges." In Bridge Evaluation, Repair and Rehabilitation. Springer Netherlands, 1990. http://dx.doi.org/10.1007/978-94-009-2153-5_20.

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Alaud, Salhin M., and Gideon P. A. G. van Zijl. "Effect of Combined ASR and Cyclic Loading on Concrete Bridges." In Facing the Challenges in Structural Engineering. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-61914-9_16.

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Wang, Junjie, and Cheng Chen. "Equivalent Static Loading for Ship-Collision Design of Bridges Based on Numerical Simulations." In Computational Structural Engineering. Springer Netherlands, 2009. http://dx.doi.org/10.1007/978-90-481-2822-8_43.

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Yogesh, K. S., and Anubhav Singh. "Stability Analysis of Tied-Arch Bridges Under IRC Loading Condition Using Finite Element Method." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-1404-3_11.

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Sulaiman, Wan Noor Azhar Wan, and Norliyati Mohd Amin. "Seismic Performance of Laminated Rubber Bearing Bridges Subjected to High Intensity Earthquake Time-History Loading." In InCIEC 2013. Springer Singapore, 2014. http://dx.doi.org/10.1007/978-981-4585-02-6_16.

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"Bridges." In Wind Loading of Structures. Spon Press, 2001. http://dx.doi.org/10.4324/9780203301647.ch12.

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"Bridges." In Wind Loading of Structures. CRC Press, 2007. http://dx.doi.org/10.4324/9780203964286-17.

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"Bridges." In Wind Loading of Structures, Third Edition. CRC Press, 2015. http://dx.doi.org/10.1201/b18029-13.

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Conference papers on the topic "Loading bridges"

1

Gupta, Tanmay, and Manoj Kumar. "Structural Response of Skew-Curved Concrete Box-Girder Bridges under Eccentric Vehicular Loading." In IABSE Conference, Kuala Lumpur 2018: Engineering the Developing World. International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/kualalumpur.2018.1021.

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<p>Concrete box-girders are widely used for modern highway bridges and large urban interchanges. Bridges with ends skewed or horizontally curved girders are becoming more popular now-a-days to incorporate heavy traffic within a very limited space available. Certain geographical situation even demand skew supports in addition to the curved layout of the bridge and results in complex skew-curve geometry of the deck. All the more complexity of such cases increases under eccentric traffic load due to which additional torsion and warping is induced in the bridge. Present study focuses on pred

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Zhu, Hong-bing, and Xiu Li. "Bridges Loading Course Stochastic Process Model." In First International Conference on Transportation Information and Safety (ICTIS). American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41177(415)179.

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MOSCOSO, Y. F. M., A. PAZ, E. K. CASTRO, and G. S. MELO. "Developing deterioration models for brazilian bridges." In 9th International Conference On Concrete Under Severe Conditions - Environment and Loading. MENVIA, 2019. http://dx.doi.org/10.31808/5ca6e03d5ca4f0d406ac88a6.

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Mishra, Su K., Jeffrey R. Keaton, Paul E. Clopper, and Peter F. Lagasse. "Hydraulic Loading for Bridges Founded on Rock." In International Conference on Scour and Erosion (ICSE-5) 2010. American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41147(392)72.

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Lin, Weiwei, Heang Lam, and Teruhiko Yoda. "Mechanical Behaviour of Steel-Concrete Twin I-Girder Bridges." In IABSE Conference, Kuala Lumpur 2018: Engineering the Developing World. International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/kualalumpur.2018.1077.

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<p>Steel-concrete composite twin I-girder bridges have been built a lot in both Europe and Japan, but the lack of redundancy has always been a concern in U.S. and many other countries. In addition, few experimental studies have been performed on the mechanical performance of such bridges, particularly for the intact bridges. On this background, a steel-concrete composite twin I-Girder bridge model was designed according to the current highway bridge design specification in Japan and tested in the laboratory. The static loading tests were performed, and two loading conditions including bo

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Porsch, Markus, Cenk Üstündag, and Gerhard Hanswille. "Steel-concrete composite bridges subjected to fatigue loading." In IABSE Symposium, Weimar 2007: Improving Infrastructure Worldwide. International Association for Bridge and Structural Engineering (IABSE), 2007. http://dx.doi.org/10.2749/222137807796120184.

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Ying Li, Jia Qu, and Xiaomei Chen. "Models research for fatigue loading in highway steel bridges." In 2011 International Conference on Transportation and Mechanical & Electrical Engineering (TMEE). IEEE, 2011. http://dx.doi.org/10.1109/tmee.2011.6199448.

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Carter, Matt, Naeem Hussain, Ngai Yeung, Steve Kite, K. W. Y. Chan, and R. Chung. "Health monitoring of long span bridges and design verification with typhoon data." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.0774.

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<p>Stonecutters Bridge is 1,018m main span cable stayed bridge in Hong Kong. The bridge incorporates a Wind and Structural Health Monitoring System (WASHMS) for monitoring the environmental loading condition such as traffic, temperature, wind and earthquake as well as the structural responses of the bridge including deflections, strains and long-term change of the bridge. A very powerful typhoon called Mangkhut, with 1- minute sustained wind speed up to 285km/h (180mph), struck Hong Kong on September 16, 2018. The response of Stonecutters Bridge under the action of this typhoon and the s

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GAVIRIA, C., M. MURILLO, Y. CANTILLO, and C. ACOSTA. "A low-cost approach to monitoring the structural health of pedestrian bridges." In 9th International Conference On Concrete Under Severe Conditions - Environment and Loading. MENVIA, 2019. http://dx.doi.org/10.31808/5ca6e03e5ca4f0d406ac88ad.

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Gomez, Jose A., Ali I. Ozdagli, and Fernando Moreu. "Application of Low-Cost Sensors for Estimation of Reference-Free Displacements Under Dynamic Loading for Railroad Bridges Safety." In ASME 2016 Conference on Smart Materials, Adaptive Structures and Intelligent Systems. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/smasis2016-9294.

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The concept of SHM is that a sensing system on the structure monitors the system responses and notifies the owner about the condition of the structure. The aim of this paper is to propose an inexpensive SHM method employing low-cost sensors to monitor the railroad bridges. Traditional monitoring systems can have limitations regarding the deployment of wired sensors due to their high cost. In this paper, the utilization of low-cost sensors for live load monitoring of railroad bridges is explored. In this study an Arduino microcontroller along with an inexpensive accelerometer manufactured by An

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Reports on the topic "Loading bridges"

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LaFave, James, Larry Fahnestock, Gabriela Brambila, et al. Integral Abutment Bridges under Thermal Loading: Field Monitoring and Analysis. Illinois Center for Transportation, 2017. http://dx.doi.org/10.36501/0197-9191/17-022.

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Varma, Amit H., Jan Olek, Christopher S. Williams, Tzu-Chun Tseng, Dan Huang, and Tom Bradt. Post-Fire Assessment of Prestressed Concrete Bridges in Indiana. Purdue University, 2021. http://dx.doi.org/10.5703/1288284317290.

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This project focused on evaluating the effects of fire-induced damage on concrete bridge elements, including prestressed concrete bridge girders. A series of controlled heating experiments, pool fire tests, material tests, and structural loading tests were conducted. Experimental results indicate that the portion of concrete subjected to temperatures higher than 400°C loses significant amounts of calcium hydroxide (CH). Decomposition of CH increases porosity and causes significant cracking. The portion of concrete exposed to temperatures higher than 400°C should be repaired or replaced. When s

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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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Rexin, Harry. Response of orthotropic bridge decks to highway loadings. Portland State University Library, 2000. http://dx.doi.org/10.15760/etd.1610.

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Stone, William C., and Geraldine S. Cheok. Inelastic behavior of full-scale bridge columns subjected to cyclic loading. National Bureau of Standards, 1988. http://dx.doi.org/10.6028/nbs.ir.88-3788.

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Stone, William C., and Geraldine S. Cheok. Inelastic behavior of full-scale bridge columns subjected to cyclic loading. National Institute of Standards and Technology, 1989. http://dx.doi.org/10.6028/nist.bss.166.

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Cheok, Geraldine S., and William C. Stone. Behavior of 16-scale model bridge columns subjected to cyclic inelastic loading. National Bureau of Standards, 1986. http://dx.doi.org/10.6028/nbs.ir.86-3494.

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Lehrman, Jora. Laboratory Performance of Highway Bridge Girder Anchorages Under Simulated Hurricane-Induced Wave Loading. Portland State University Library, 2012. http://dx.doi.org/10.15760/trec.53.

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Trim, Michael, and Joseph Padula. Structural analysis of an Improved Ribbon Bridge subjected to hydrodynamic and vehicular loading. Engineer Research and Development Center (U.S.), 2020. http://dx.doi.org/10.21079/11681/37100.

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Sherman, Ryan, Joseph Mueller, Robert Connor, and Mark Bowman. Evaluation of Effects of Super-Heavy Loading on the US 41 Bridge Over the White River. Purdue University, 2012. http://dx.doi.org/10.5703/1288284314645.

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