Relevant bibliographies by topics / Box girder bridges Iron and steel bridges

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Academic literature on the topic 'Box girder bridges Iron and steel bridges'

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Published: 4 June 2021
Last updated: 2 February 2022

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Journal articles on the topic "Box girder bridges Iron and steel bridges"

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Burroughs, Dan, James Lockwood, and Kenneth Price. "Innovative Prestressed Steel Composite Short-to Medium-Span Bridges." Transportation Research Record: Journal of the Transportation Research Board 1594, no. 1 (1997): 21–33. http://dx.doi.org/10.3141/1594-02.

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Methods for combining both prestressing, high-performance steel and composite concrete decks to improve bridge performance, construe-tibility, aesthetics, and economy are reviewed. The designs are part of a study sponsored by the American Iron and Steel Institute. Five bridge concepts have been developed to the preliminary design phase, including plan details and cost comparisons. Single- and two-span bridges with span lengths of between 24.4 and 54.9 m (80 and 180 ft) have been studied. The alternates developed use prestressing both longitudinally in the main structural components and transve
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Yang, Jing Nan, Xiong Jun He, and Xiao Cheng Yang. "Externally Prestressed Steel Box Girder Bridge." Applied Mechanics and Materials 178-181 (May 2012): 2209–12. http://dx.doi.org/10.4028/www.scientific.net/amm.178-181.2209.

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With a small cross section, a light deadweight and a convenient replaceable tendon, externally prestressed bridges have many special traits compared with other bridges. With a practical case, this paper analyzes the design of externally prestressed steel box girder bridges, which contains the bridge span, beam construction, externally prestressed layout, substructure and construction programs. Through economic, social analysis, discusses the prospects for the application of external prestressing structure .
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Zhu, Jin Song, and Jian Feng Li. "Study of the Effect on Efficiency of External Prestressing and Economy to Box-Girder Bridge with Different Styles of Webs." Applied Mechanics and Materials 256-259 (December 2012): 1605–8. http://dx.doi.org/10.4028/www.scientific.net/amm.256-259.1605.

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Prestressed box-girder bridges have been applied in modern bridges widely as the perfect structural performance, the design method and calculation theory of prestressed box-girder bridges have been relatively perfect. The self-weight of box-girder bridges is reduced during the process of development from concrete structure to composite structure. The prestressed efficiency and the economy are also improved, simultaneously. But up to now, the quantitative research of the effect on efficiency of external prestressing to box-girder bridge with different styles of webs is lack. This paper illustra
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Bradberry, Timothy E., Jeffery C. Cotham, and Ronald D. Medlock. "Elastomeric Bearings for Steel Trapezoidal Box Girder Bridges." Transportation Research Record: Journal of the Transportation Research Board 1928, no. 1 (2005): 27–38. http://dx.doi.org/10.1177/0361198105192800103.

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Traditionally, bridge bearings supporting steel trapezoidal box girders (tub girders) consist of fabricator-designed mechanical devices, such as pot or disc bearings, that may be guided or unguided and are expensive to fabricate and place. Performance of these bearings has been mixed: some are maintenance-free and others require significant maintenance, repair, or replacement. In Texas, bridge bearings supporting concrete and steel superstructure types are typically steel-laminated elastomeric bearings that are tapered or have a constant thickness. Recently, the Texas Department of Transportat
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Abdel‐Salam, M. Nabeel, and Conrad P. Heins. "Seismic Response of Curved Steel Box Girder Bridges." Journal of Structural Engineering 114, no. 12 (1988): 2790–800. http://dx.doi.org/10.1061/(asce)0733-9445(1988)114:12(2790).

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Huang, Dongzhou. "Dynamic Analysis of Steel Curved Box Girder Bridges." Journal of Bridge Engineering 6, no. 6 (2001): 506–13. http://dx.doi.org/10.1061/(asce)1084-0702(2001)6:6(506).

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Sharifi, Yasser, and Jeom Kee Paik. "MAINTENANCE AND REPAIR SCHEME FOR CORRODED STIFFENED STEEL BOX GIRDER BRIDGES BASED ON ULTIMATE STRENGTH RELIABILITY AND RISK ASSESSMENTS." Engineering Structures and Technologies 6, no. 3 (2014): 95–105. http://dx.doi.org/10.3846/2029882x.2014.972991.

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The aims of this study are to investigate the effect of corrosion on the load-carrying capacity of stiffened steel box girder bridges and to formulate a repair schedule using reliability-based approaches for such bridges as they age. A credible scenario for a corroded steel box section is estimated. Corrosion rates and their probabilistic characterization are calculated based on the available data. A probabilistic model of ultimate box girder strength is established based on an analytical formula that considers corrosion-related time-dependent strength degradation. The results generated with t
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Jiang, Rui Juan, Wei Ming Gai, Xue Feng He, and Yi Yan Chen. "Comparative Study on Seismic Performance of Prestressed Concrete Box-Girder Bridges with Corrugated Steel Webs." Applied Mechanics and Materials 178-181 (May 2012): 2418–23. http://dx.doi.org/10.4028/www.scientific.net/amm.178-181.2418.

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Prestressed concrete (PC) box-girders with corrugated steel webs are one of the promising steel concrete composite structures applied to highway bridges. Although the basic structural characteristics including bending, shearing and torsion, etc., have been paid much attention, few researches on the seismic performance of this type of bridges are found, especially when the span of this type of bridges becomes larger and larger. In this paper, the seismic performance of one long-span PC box-girder bridge with corrugated steel webs is studied and compared with a conventional box-girder bridge wit
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Huang, Dongzhou. "Dynamic Test and Analysis of Curved Steel Box Girder Bridges." Transportation Research Record: Journal of the Transportation Research Board 1928, no. 1 (2005): 165–73. http://dx.doi.org/10.1177/0361198105192800118.

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This paper presents experimental and analytical impact factors for two existing curved steel box girder bridges. A Florida Department of Transportation test truck with a total weight of 468.8 kN applied the dynamic loading. The truck speed was incrementally increased from crawl to design speed. To evaluate the test results, the truck was simulated as a nonlinear vehicle model with 15 degrees of freedom. The bridge deck surface was assumed to be good and was simulated as a random process. Test and analytical results show that the impact factors of torsion are normally less than 30%, as are the
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Thimmhardy, Eugene G., and Robert M. Korol. "Geometric imperfections and tolerances for steel box girder bridges." Canadian Journal of Civil Engineering 15, no. 3 (1988): 437–42. http://dx.doi.org/10.1139/l88-059.

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An investigation to determine the magnitude of geometric imperfections induced during the fabrication of welded steel box girders is reported for nine highway bridges constructed in Canada. Measurement data were collected to compare the significance of dead load on initial imperfections obtained following fabrication. Existing bridges were found to have out-of-plane deviations of plate panels about 10% higher than unloaded bridge values. A statistical interpretation of measurements of initial plate imperfections and out-of-straightness of stiffeners culminates in tolerance levels, deemed to be
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Dissertations / Theses on the topic "Box girder bridges Iron and steel bridges"

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Al-Shaleh, Khaled. "Optimum design of straight steel box girder bridges." Diss., Georgia Institute of Technology, 1993. http://hdl.handle.net/1853/15373.

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Hartnagel, Bryan A. "Inelastic design and experimental testing of compact and noncompact steel girder bridges /." free to MU campus, to others for purchase, 1997. http://wwwlib.umi.com/cr/mo/fullcit?p9841147.

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Pham, Huy V. "Evaluation of Redundancy of Twin Steel Box-Girder Bridges." FIU Digital Commons, 2016. http://digitalcommons.fiu.edu/etd/2720.

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Based on the definition given in the AASHTO LRFD Bridge Design Specifications, twin steel box-girder bridges are classified as bridges with fracture critical members (FCMs), in which a failure of a tension member is expected to lead to a collapse of the bridge. However, a number of such bridges with either a partial or full-depth crack in one girder have been reported and are still providing service without collapsing. The main objective of this research project is to understand the behavior of twin steel box-girder bridges and to develop methods for evaluating their redundancy level in the ev
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Patel, Purvik. "LRFD design of double composite box girder bridges." [Tampa, Fla] : University of South Florida, 2009. http://purl.fcla.edu/usf/dc/et/SFE0003218.

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Jãuregui, David Villegas. "Measurement-based evaluation of non-composite steel girder bridges /." Digital version accessible at:, 1999. http://wwwlib.umi.com/cr/utexas/main.

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Kucz, Daniel Allen. "Analysis of distortion-induced fatigue cracking in a steel trapezoidal box girder bridge." Access to citation, abstract and download form provided by ProQuest Information and Learning Company; downloadable PDF file, 177 p, 2009. http://proquest.umi.com/pqdweb?did=1885755701&sid=9&Fmt=2&clientId=8331&RQT=309&VName=PQD.

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Hindi, Waleed A. "Behaviour and design of stiffened compression flanges of steel box girder bridges." Thesis, University of Surrey, 1991. http://epubs.surrey.ac.uk/843763/.

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The objective of the work reported in this thesis is to study the behaviour of stiffened compression flanges of steel box girder bridges. Various collapse modes and many different parameters that effect the behaviour of the stiffened panels which make up the flanges have been considered. In order to achieve this, a series of three parametric studies have been carried out using a finite element package (LUSAS), which allows for both material and geometric non-linearities. The aim of the work was, in the main, to provide a datum for assessing design recommendations being prepared for the ECCS (E
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Quigley, James R. "Analysis of distortion-induced fatigue cracking of a trapezoidal steel box girder bridge including retrofit investigation." Access to citation, abstract and download form provided by ProQuest Information and Learning Company; downloadable PDF file, 171 p, 2009. http://proquest.umi.com/pqdweb?did=1885755711&sid=2&Fmt=2&clientId=8331&RQT=309&VName=PQD.

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Thesis (M.C.E.)--University of Delaware, 2009.<br>Principal faculty advisors: Michael J. Chajes and Harry W Shenton III, Dept. of Civil & Environmental Engineering. Includes bibliographical references.
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Davidson, Michael. "Assessment of Passive Fire Protection on Steel-Girder Bridges." TopSCHOLAR®, 2012. http://digitalcommons.wku.edu/theses/1213.

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Bridges in the US are severely damaged or suffer collapse from fires at significant rates, even when compared to other hazards such as earthquakes. Fire-induced bridge collapses are perpetuated by the general lack of installed fire protection systems. Therefore, new materials and applications are needed to mitigate structural damage that can be caused to civil infrastructure by severe fires. Accordingly, the objective of this study is to further the development of new fire protection applications in transportation structures. Specifically, the investigation centers on the development of new ap
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Nour, Said Ibrahim. "Load distribution in curved composite concrete deck-steel multiple-spine box girder bridges." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2001. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp05/MQ62260.pdf.

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Books on the topic "Box girder bridges Iron and steel bridges"

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American Association of State Highway and Transportation Officials. Subcommittee on Bridges and Structures. AASHTO guide specifications for horizontally curved steel girder highway bridges, 2003: With design examples for I-girder and box-girder bridges. American Association of State Highway and Transportation Officials, 2003.

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American Association of State Highway and Transportation Officials. G13.1 guidelines for steel girder bridge analysis. American Association of State Highway and Transportation Officials, 2011.

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Hall, Dann H. Improved design specifications for horizontally curved steel girder highway bridges. Transportation Research Board/National Academy Press, 1998.

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Daniels, J. Hartley. Recommended guidelines for redundancy design and rating of two-girder steel bridges. Transportation Research Board, National Research Council, 1989.

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Tilley, Matthew R. Dynamic analysis and testing of a curved girder bridge. Virginia Transportation Research Council, 2006.

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Simpson, Michael Donald. Analysis of skew trapezoidal steel box girder bridges using the finite element method. National Library of Canada = Bibliothèque nationale du Canada, 1993.

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Škaloud, Miroslav. Experimental research on the limit state of the plate elements of steel bridges. Academia nakl. Československé akademie věd, 1985.

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Lindquist, Lisa. Corrosion of steel bridge girder anchor bolts: Prepared for Office of Materials and Research, Georgia Department of Transportation. Georgia Institute of Technology, 2009.

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Integral steel box-beam pier caps. Transportation Research Board, 2004.

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V, Galambos T., National Research Council (U.S.). Transportation Research Board., and National Cooperative Highway Research Program., eds. Inelastic rating procedures for steel beam and girder bridges. Transportation Research Board, National Research Council, 1993.

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Book chapters on the topic "Box girder bridges Iron and steel bridges"

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"COMPOSITE BOX GIRDER BRIDGES." In Steel-Concrete Composite Structures. CRC Press, 1988. http://dx.doi.org/10.1201/9781482286366-12.

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"Composite Steel Box Girder Bridges." In Bridge Engineering Handbook. CRC Press, 2014. http://dx.doi.org/10.1201/b16523-10.

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Duan, Lian, and Saleh Yusuf. "Steel–Concrete Composite Box Girder Bridges." In Bridge Engineering Handbook. CRC Press, 1999. http://dx.doi.org/10.1201/9781420049596.ch13.

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Saleh, Yusuf, and Lian Duan. "Steel–Concrete Composite Box Girder Bridges." In Bridge Engineering Handbook. CRC Press, 2019. http://dx.doi.org/10.1201/9780429277047-13.

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"Stiffened flanges used in steel box girder bridges." In Multi-Span Large Bridges. CRC Press, 2015. http://dx.doi.org/10.1201/b18567-140.

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"Fatigue management of the midland links steel box girder decks." In Multi-Span Large Bridges. CRC Press, 2015. http://dx.doi.org/10.1201/b18567-103.

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Lee, G. C. M., K. M. Sennah, and J. B. Kennedy. "Curved steel box-girder bridges at construction phase." In Advances in Steel Structures (ICASS '02). Elsevier, 2002. http://dx.doi.org/10.1016/b978-008044017-0/50094-9.

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"Assessment of thermal actions in the steel box girder of the Millau Viaduct." In Multi-Span Large Bridges. CRC Press, 2015. http://dx.doi.org/10.1201/b18567-105.

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Sharifi, Yasser. "RELIABILITY OF DETERIORATING STEEL BOX-GIRDER BRIDGES UNDER PITTING CORROSION." In Volume 7 Number 3. The Hong Kong Institute of Steel Construction, 2011. http://dx.doi.org/10.18057/ijasc.2011.7.3.2.

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Sharifi, Yasser, and Jeom Kee Paik. "SAFETY ANALYSIS OF STEEL BOX GIRDER BRIDGES WITH PITTING CORROSION." In Volume 12 Number 4. The Hong Kong Institute of Steel Construction, 2016. http://dx.doi.org/10.18057/ijasc.2016.12.4.1.

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Conference papers on the topic "Box girder bridges Iron and steel bridges"

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Popp, D. R., and E. B. Williamson. "Stability Analysis of Steel Trapezoidal Box-Girder Bridges." In Structures Congress 2005. American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40753(171)29.

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de Linhares, Bruno Tasca. "Analysis of Steel-Concrete Composite Box Girder Bridges With External Prestressing." In XXXVIII Iberian-Latin American Congress on Computational Methods in Engineering. ABMEC Brazilian Association of Computational Methods in Engineering, 2017. http://dx.doi.org/10.20906/cps/cilamce2017-0251.

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Mo, Y. L., Chyuan-Hwan Jeng, and H. Krawinkler. "Experimental Studies of Prestressed Concrete Box-Girder Bridges with Corrugated Steel Webs." In International Conference on High Performance Materials in Bridges. American Society of Civil Engineers, 2003. http://dx.doi.org/10.1061/40691(2003)19.

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Chen, Brian. "Field Studies on Metal-Deck Bracing of Trapezoidal Steel Box-Girder Bridges." In Structures Congress 2005. American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40753(171)31.

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Gai, Wei-Ming, Xue-Feng He, Rui-Juan Jiang, and Yi-Yan Chen. "Seismic Performance of Prestressed Concrete Box-girder Bridges with Corrugated Steel Webs." In 10th International Conference on Advances in Steel Concrete Composite and Hybrid Structures. Research Publishing Services, 2012. http://dx.doi.org/10.3850/978-981-07-2615-7_198.

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Li, Ming, Jianyong Song, and Huaijian Li. "Application of Prestressed Concrete Composite Box-girder Bridges with Corrugated Steel Webs." In 5th International Conference on Civil Engineering and Transportation. Atlantis Press, 2015. http://dx.doi.org/10.2991/iccet-15.2015.52.

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Price, Ken D. "Design of Steel Bridges: Two Box Girder Concept—Current and Future Innovation." In Structures Congress 2000. American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40492(2000)146.

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Williamson, Eric B., Janghwan Kim, and Karl H. Frank. "Redundancy Evaluation of Twin Steel Box-Girder Bridges Using Finite Element Analyses." In Structures Congress 2010. American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41130(369)252.

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Nagayama, Tomonori, So Kato, Haoqi Wang, Di Su, and Mayuko Nishio. "Vehicle Weight Estimation Using Wireless Accelerometers on a Steel-Box Girder Bridge." 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.2019.0805.

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&lt;p&gt;While the traffic loads need to be understood toward efficient management of bridges, the loads on each bridge are not well assessed. An easy‐to‐implement vehicle weight estimation technique toward Bridge Weigh‐In‐Motion (BWIM) is developed based on wireless accelerometers; the algorithm is studied for the application to ordinary road bridges where traffic speed is not necessarily high and drive speed fluctuation is not insignificant. The method uses only accelerometers installed on the girders, decreasing installation cost and time which typical BWIM systems based on strain measureme
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Zeng, Jiahua, Wangqing Wen, and Aiguo Yan. "Design of Sea-Crossing High-Speed Railway Steel-Concrete Composite Box Girder Cable-Stayed Bridge." 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.2018.0521.

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&lt;p&gt;Quanzhou Bay Railway Bridge is the key component of the Fuzhou-Xiamen High-Speed Railway with the design speed of 350 km/h. The total length of 20.3 km is the greatest among the sea- crossing high-speed railway bridges in the world. The main structure over the main navigation channel is a steel-concrete composite cable-stayed bridge with the span arrangement of（ 70+130+400+130+70）m. The main girder adopts a closed and streamlined box section.&lt;/p&gt;&lt;p&gt;In the past decades, the sea-crossing railway cable-stayed bridges mostly adopted steel truss girder. Quanzhou Bay Railway Bri
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