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Journal articles on the topic 'Piling (Civil engineering) Materials Bridges'

Author: Grafiati

Published: 4 June 2021

Last updated: 6 February 2022

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1

Folse, Michael D. "Reliability Analysis for Laterally Loaded Piling." Journal of Structural Engineering 115, no. 5 (1989): 1011–20. http://dx.doi.org/10.1061/(asce)0733-9445(1989)115:5(1011).

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2

Ashley Johnson, R. "Piling and deep foundations volume 2." Construction and Building Materials 7, no. 1 (1993): 63. http://dx.doi.org/10.1016/0950-0618(93)90032-8.

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3

Ashford, Scott A., and Warrasak Jakrapiyanun. "Drivability of Glass FRP Composite Piling." Journal of Composites for Construction 5, no. 1 (2001): 58–60. http://dx.doi.org/10.1061/(asce)1090-0268(2001)5:1(58).

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4

Kuhlmann, U. "Steel bridges." Progress in Structural Engineering and Materials 1, no. 1 (1997): 42–49. http://dx.doi.org/10.1002/pse.2260010109.

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5

Alvarez-Valencia, Daniel, Habib J. Dagher, William G. Davids, Roberto A. Lopez-Anido, and Douglas J. Gardner. "Structural Performance of Wood Plastic Composite Sheet Piling." Journal of Materials in Civil Engineering 22, no. 12 (2010): 1235–43. http://dx.doi.org/10.1061/(asce)mt.1943-5533.0000132.

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6

Shao, Yixin, and Jayasiri Shanmugam. "Deflection Creep of Pultruded Composite Sheet Piling." Journal of Composites for Construction 8, no. 5 (2004): 471–79. http://dx.doi.org/10.1061/(asce)1090-0268(2004)8:5(471).

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7

Calgaro, J.-A. "Loads on bridges." Progress in Structural Engineering and Materials 1, no. 4 (1998): 452–61. http://dx.doi.org/10.1002/pse.2260010415.

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8

Buckland, Peter G. "Advanced composite materials with application to bridges." Canadian Journal of Civil Engineering 19, no. 2 (1992): 363. http://dx.doi.org/10.1139/l92-043.

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9

Bakht, Baidar. "Analysis of Some Skew Bridges as Right Bridges." Journal of Structural Engineering 114, no. 10 (1988): 2307–22. http://dx.doi.org/10.1061/(asce)0733-9445(1988)114:10(2307).

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10

Iskander, Magued G., and Moataz Hassan. "Accelerated Degradation of Recycled Plastic Piling in Aggressive Soils." Journal of Composites for Construction 5, no. 3 (2001): 179–87. http://dx.doi.org/10.1061/(asce)1090-0268(2001)5:3(179).

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11

Iskander, Magued G., and Anna Stachula. "Wave Equation Analyses of Fiber-Reinforced Polymer Composite Piling." Journal of Composites for Construction 6, no. 2 (2002): 88–96. http://dx.doi.org/10.1061/(asce)1090-0268(2002)6:2(88).

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12

Freedman, G. "Vertically laminated timber bridges." Proceedings of the Institution of Civil Engineers - Construction Materials 162, no. 4 (2009): 181–90. http://dx.doi.org/10.1680/coma.2009.162.4.181.

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13

Calvi, G. Michele. "Seismic performance of RC bridges." Progress in Structural Engineering and Materials 1, no. 1 (1997): 50–56. http://dx.doi.org/10.1002/pse.2260010110.

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14

Miki, Chitoshi. "Fractures in seismically loaded bridges." Progress in Structural Engineering and Materials 1, no. 1 (1997): 115–21. http://dx.doi.org/10.1002/pse.2260010117.

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15

Demitz, J. R., D. R. Mertz, and J. W. Gillespie. "Deflection Requirements for Bridges Constructed with Advanced Composite Materials." Journal of Bridge Engineering 8, no. 2 (2003): 73–83. http://dx.doi.org/10.1061/(asce)1084-0702(2003)8:2(73).

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16

de Brito, J., S. Santos, and F. A. Branco. "‘Inspectionability’ of bridges." Structural Concrete 3, no. 1 (2002): 29–34. http://dx.doi.org/10.1680/stco.2002.3.1.29.

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17

Bozorg-Haddad, Amir, Magued Iskander, and Yufan Chen. "Compressive strength and creep of recycled HDPE used to manufacture polymeric piling." Construction and Building Materials 26, no. 1 (2012): 505–15. http://dx.doi.org/10.1016/j.conbuildmat.2011.06.051.

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18

Ruiz-Teran, A. M., and A. C. Aparicio. "Structural behaviour and design criteria of under-deck cable-stayed bridges and combined cable-stayed bridges. Part 2: Multispan bridges." Canadian Journal of Civil Engineering 35, no. 9 (2008): 951–62. http://dx.doi.org/10.1139/l08-034.

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This paper deals with the application of under-deck cable-staying systems and combined cable-staying systems to prestressed concrete road bridges with multiple spans of medium length. Schemes using under-deck cable-staying systems are not suitable for continuous bridges, as they are not efficient under traffic live load and only allow for the compensation of permanent load. However, combined cable-staying systems are very efficient for continuous bridges and enable the design of very slender decks (1/100th of span) where the amount of materials used is halved in comparison with conventional sc

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19

Watanabe, Eiichi, and Tomoaki Utsunomiya. "Analysis and design of floating bridges." Progress in Structural Engineering and Materials 5, no. 3 (2003): 127–44. http://dx.doi.org/10.1002/pse.151.

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20

Martínez-Muñoz, D., J. V. Martí, and V. Yepes. "Steel-Concrete Composite Bridges: Design, Life Cycle Assessment, Maintenance, and Decision-Making." Advances in Civil Engineering 2020 (May 28, 2020): 1–13. http://dx.doi.org/10.1155/2020/8823370.

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Steel-concrete composite bridges are used as an alternative to concrete bridges because of their ability to adapt their geometry to design constraints and the possibility of reusing some of the materials in the structure. In this review, we report the research carried out on the design, behavior, optimization, construction processes, maintenance, impact assessment, and decision-making techniques of composite bridges in order to arrive at a complete design approach. In addition to a qualitative analysis, a multivariate analysis is used to identify knowledge gaps related to bridge design and to

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21

Li, Wei, and Ying Li. "Description and Improvement of Civil Engineering." Advanced Materials Research 677 (March 2013): 544–48. http://dx.doi.org/10.4028/www.scientific.net/amr.677.544.

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Civil engineering deals with the design, construction, and maintenance of the physical and naturally built environment, including works like roads, bridges, canals, dams, and buildings. As one course in professional engineering discipline, Civil Engineering is offered to undergraduate students. It aims to let students know environmental engineering, geotechnical engineering, geophysics, geodesy, control engineering, structural engineering, biomechanics, nanotechnology, transportation engineering, earth science, atmospheric sciences, forensic engineering, municipal or urban engineering, water r

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22

Li, W. Y., L. G. Tham, and Y. K. Cheung. "Curved Box‐Girder Bridges." Journal of Structural Engineering 114, no. 6 (1988): 1324–38. http://dx.doi.org/10.1061/(asce)0733-9445(1988)114:6(1324).

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23

Ruiz-Teran, A. M., and A. C. Aparicio. "Structural behaviour and design criteria of under-deck cable-stayed bridges and combined cable-stayed bridges. Part 1: Single-span bridges." Canadian Journal of Civil Engineering 35, no. 9 (2008): 938–50. http://dx.doi.org/10.1139/l08-033.

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This paper examines two new types of bridges, namely under-deck cable-stayed bridges and combined cable-stayed bridges, for prestressed concrete road bridges with single-spans of medium length. Both bridge types offer many advantages over conventional schemes in several aspects, such as structural efficiency, enhanced construction possibilities, and both economic and aesthetical considerations. They are very slender structural types with a very high structural efficiency, for which the materials used in the deck are reduced to one third of that in conventional bridges without stay cables. In t

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24

Battles, Eoin P., Habib J. Dagher, and Beckry Abdel-Magid. "Durability of Composite Reinforcement for Timber Bridges." Transportation Research Record: Journal of the Transportation Research Board 1696, no. 1 (2000): 131–35. http://dx.doi.org/10.3141/1696-54.

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Fiber-reinforced polymeric (FRP) composites are materials that are increasing in use in civil engineering applications. Despite the excellent mechanical properties and corrosion resistance offered by these organic matrix materials, their susceptibility to the synergistic effects of stress and environmental weathering hinders their widespread acceptance in civil engineering. The durability of a specific formulation of wood-compatible, pultruded, E-glass–phenolic composite is characterized. This composite is unique because its layered structure and void content make it compatible with standard s

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25

Kasuga, A. "Extradosed bridges in Japan." Structural Concrete 7, no. 3 (2006): 91–103. http://dx.doi.org/10.1680/stco.2006.7.3.91.

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26

Szerszen, Maria M., and Andrzej S. Nowak. "Fatigue Evaluation of Steel and Concrete Bridges." Transportation Research Record: Journal of the Transportation Research Board 1696, no. 1 (2000): 73–80. http://dx.doi.org/10.3141/1696-10.

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The fatigue limit state is one of the important considerations in the design of bridges. Accumulated load cycles can cause cracking or even failure. An approach to evaluation of steel and concrete bridges with regard to fatigue is presented. The method for prediction of the remaining life of a bridge superstructure is based on the load model and the procedure to estimate fatigue degradation of materials. In the case of steel girders, degradation of material is considered using S-N curves. For reinforced concrete beams, degradation of concrete in the compressive zone is described by the rheolog

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27

Geng, Li-tao, Qian Xu, Rui-bo Ren, Li-zhi Wang, Xin-long Yang, and Xiao-ying Wang. "Performance research of high-viscosity asphalt mixture as deck-paving materials for steel bridges." Road Materials and Pavement Design 18, no. 1 (2016): 208–20. http://dx.doi.org/10.1080/14680629.2016.1163279.

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28

Bowman, Mark D. "Fatigue design and retrofit of steel bridges." Progress in Structural Engineering and Materials 1, no. 1 (1997): 107–14. http://dx.doi.org/10.1002/pse.2260010116.

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29

Nowak, Andrzej S., and Maria M. Szerszen. "Structural reliability as applied to highway bridges." Progress in Structural Engineering and Materials 2, no. 2 (2000): 218–24. http://dx.doi.org/10.1002/1528-2716(200004/06)2:2<218::aid-pse27>3.0.co;2-8.

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30

Harding, J. E. "Cable stayed bridges." Journal of Constructional Steel Research 11, no. 2 (1988): 144–45. http://dx.doi.org/10.1016/0143-974x(88)90049-1.

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31

D’Ambrisi, Angelo, Francesco Focacci, and Andrea Caporale. "Strengthening of masonry–unreinforced concrete railway bridges with PBO-FRCM materials." Composite Structures 102 (August 2013): 193–204. http://dx.doi.org/10.1016/j.compstruct.2013.03.002.

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32

Ozyildirim, H. Celik, and Harikrishnan Nair. "Durable Concrete Overlays in Two Virginia Bridges." Transportation Research Record: Journal of the Transportation Research Board 2672, no. 27 (2018): 78–87. http://dx.doi.org/10.1177/0361198118777606.

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The purpose of this study was to implement innovative concretes with low permeability and reduced cracking potential in overlays to reduce chloride infiltration into the bridge decks. Two parallel bridges on Route 64 over Dunlap Creek in Alleghany County, Virginia, were selected for this study. For low cracking potential, relatively low water contents, shrinkage reducing admixtures, and lightweight aggregates were used. For low permeability, concretes had supplementary cementitious material and relatively low water–cementitious material ratios. In the overlays, five different materials were us

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33

Adam, C. Y., and H. R. Milner. "Newly-Developed Shear Connectors for Timber Bridges." Australian Journal of Structural Engineering 9, no. 3 (2009): 169–80. http://dx.doi.org/10.1080/13287982.2009.11465020.

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34

Gharehbaghi, Koorosh, Kerry McManus, Kathryn Robson, Chris Eves, and Matt Myers. "Fuzzy Markov development for buried transportation bridges." International Journal of Structural Integrity 11, no. 2 (2019): 338–53. http://dx.doi.org/10.1108/ijsi-08-2019-0082.

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Purpose The purpose of this paper is to review the Fuzzy Markov development for assessing the structural integrity of buried transportation bridges. In doing so, the appropriateness of Fuzzy Markov will be assessed, leading to the subsequent model. Design/methodology/approach This research will utilize the Fuzzy Markov techniques as the conceptual framework. Such methodology is further supported via the utilization and evaluation of 30 buried transportation bridges using the developed Fuzzy Markov model. Findings Subsequently, through a developed Fuzzy Markov model, this research found that as

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35

Castellani, Alberto, and Pierangelo Felotti. "Lateral Vibration of Suspension Bridges." Journal of Structural Engineering 112, no. 9 (1986): 2169–73. http://dx.doi.org/10.1061/(asce)0733-9445(1986)112:9(2169).

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36

Kennedy, John B., and Mohamed H. Soliman. "Temperature Distribution in Composite Bridges." Journal of Structural Engineering 113, no. 3 (1987): 475–82. http://dx.doi.org/10.1061/(asce)0733-9445(1987)113:3(475).

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37

Gutkowski, Richard M., and William J. McCutcheon. "Comparative Performance of Timber Bridges." Journal of Structural Engineering 113, no. 7 (1987): 1468–86. http://dx.doi.org/10.1061/(asce)0733-9445(1987)113:7(1468).

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38

Ohta, Toshiaki, Nobuo Takahashi, and Tetsuo Yamane. "Aesthetic Design Method for Bridges." Journal of Structural Engineering 113, no. 8 (1987): 1678–87. http://dx.doi.org/10.1061/(asce)0733-9445(1987)113:8(1678).

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39

Novokshchenov, Vladimir. "Prestressed Bridges and Marine Environment." Journal of Structural Engineering 116, no. 11 (1990): 3191–205. http://dx.doi.org/10.1061/(asce)0733-9445(1990)116:11(3191).

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40

Fu, H. C., S. F. Ng, and M. S. Cheung. "Thermal Behavior of Composite Bridges." Journal of Structural Engineering 116, no. 12 (1990): 3302–23. http://dx.doi.org/10.1061/(asce)0733-9445(1990)116:12(3302).

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41

Shushkewich, Kenneth W. "Strengthening Concrete Box Girder Bridges." Journal of Structural Engineering 116, no. 6 (1990): 1734–42. http://dx.doi.org/10.1061/(asce)0733-9445(1990)116:6(1734).

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42

Dunker, Kenneth F., F. Wayne Klaiber, Fouad K. Daoud, and W. W. Sanders. "Strengthening of Continuous Composite Bridges." Journal of Structural Engineering 116, no. 9 (1990): 2464–80. http://dx.doi.org/10.1061/(asce)0733-9445(1990)116:9(2464).

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43

Tabsh, Sami W., and Andrzej S. Nowak. "Reliability of Highway Girder Bridges." Journal of Structural Engineering 117, no. 8 (1991): 2372–88. http://dx.doi.org/10.1061/(asce)0733-9445(1991)117:8(2372).

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44

Eamon, Chris, Andrzej S. Nowak, Michael A. Ritter, and Joe Murphy. "Reliability-Based Criteria for Load and Resistance Factor Design Code for Wood Bridges." Transportation Research Record: Journal of the Transportation Research Board 1696, no. 1 (2000): 316–22. http://dx.doi.org/10.3141/1696-33.

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Recently AASHTO adopted a load and resistance factor design code for highway bridges. The new code provides a rational basis for the design of steel and concrete structures. However, the calibration was not done for wood bridges. Therefore, there is a need to fill this gap. The development of statistical models for wood bridge structures is discussed. Recent test results provided a considerable amount of new data for sawed wood and glulam components. Statistical methods provide a good tool for development of rational models for loads and resistance. Because of the random nature of load and res

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45

Burke, Martin P. "Structure Movement Systems Approach to Effective Bridge Design." Transportation Research Record: Journal of the Transportation Research Board 1594, no. 1 (1997): 147–53. http://dx.doi.org/10.3141/1594-16.

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To achieve more effective designs for small- and medium-size highway bridges, bridge designers are urged to view such bridges holistically as structure movement systems instead of elementalistically as a collection of relatively independent structural elements to be shaped and sized to meet only stress, strength, and durability requirements. A number of design examples in which such holistic views were not in evidence and in which movement system components were not recognized as such are presented. Consequently, for these and similar examples, component designs were ineffective and damage- an

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46

Figg, Eugene C. "Quantitative Approach to Bridge Aesthetics for the 21st Century." Transportation Research Record: Journal of the Transportation Research Board 1696, no. 1 (2000): 10–16. http://dx.doi.org/10.3141/1696-02.

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Many important qualities must be considered for the proper aesthetic design of bridges to develop harmony with their environment. Methodologies for segmental bridge design that create bridges that preserve the existing landscapes and complement, and even enhance, their settings are examined. Bridges considered have received 123 design awards in the past 21 years, including 3 Presidential Awards through the National Endowment for the Arts. Proper scale and proportions of various bridge members to create balanced and slender appearances are quantified, including proper span-to-depth and pier wid

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47

Rosales, Miguel, and Frederick Gottemoeller. "Contextual and Urban Design Considerations in Design of Major Bridges." Transportation Research Record: Journal of the Transportation Research Board 1696, no. 1 (2000): 17–24. http://dx.doi.org/10.3141/1696-03.

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Bridges are prominent features of many landscapes. They are often justifiably called on to meet public objectives beyond their transportation function. It becomes the responsibility of the designer to determine what these requirements are and whether the proposed design is really addressing all of the dimensions of the problem, including objectives that may not express themselves in the form of number of lanes, minimum clearances, and other physical criteria. Public requests for structures that emulate historical bridges or architecture are especially difficult to meet given modern transportat

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48

Bergmeister, K., and U. Santa. "Global monitoring concepts for bridges." Structural Concrete 2, no. 1 (2001): 29–39. http://dx.doi.org/10.1680/stco.2001.2.1.29.

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49

Jávor, Tibor. "International Conference on Concrete Bridges." Materials and Structures 31, no. 4 (1998): 281–82. http://dx.doi.org/10.1007/bf02480427.

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50

Gribniak, Viktor, Aleksandr K. Arnautov, Gintaris Kaklauskas, Vytautas Tamulenas, Edgaras Timinskas, and Aleksandr Sokolov. "Investigation on application of basalt materials as reinforcement for flexural elements of concrete bridges." Baltic Journal of Road and Bridge Engineering 10, no. 3 (2015): 201–6. http://dx.doi.org/10.3846/bjrbe.2015.25.

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Basalt polymers are rather new materials for civil engineering; therefore, identification of peculiarities and limitations of application of such polymers in concrete structures (particularly bridges) is of vital importance. This paper experimentally investigates deformation behaviour and cracking of flexural elements, which are predominant parameters governing serviceability of the bridges. Unlike a common practice, the present study is not limited by the analysis of concrete beams reinforced with the polymer bars; it also considers effectiveness of basalt fibre reinforced polymer sheets for

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