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1

Martin, Williams, ed. Post-tensioned concrete floors. Oxford: Butterworth-Heinemann, 1995.

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2

Fédération internationale du béton. Task Group 9.8., ed. Grouting of tendons in prestressed concrete. Lausanne, Switzerland: FIB, Fédération internationale du béton, 2002.

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3

Institute, Post-Tensioning, ed. Post-tensioning manual. 4th ed. Phoenix, AZ (301 W. Osborn, Suite 3500, Phoenix 85013): Post-Tensioning Institute, 1985.

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4

Institute, Post-Tensioning, ed. Post-tensioning manual. 5th ed. Phoenix, AZ: Post-Tensioning Institute, 1990.

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5

Fédération internationale du béton. Task Group 1.1., ed. Post-tensioning in buildings: Technical report. Lausanne, Switzerland: International Federation for Structural Concrete, 2005.

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6

O'Brien, J. Scott. Very early post-tensioning of prestressed concrete pavements. Austin, Tex: Center for Transportation Research, Bureau of Engineering Research, University of Texas at Austin, 1985.

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7

1932-, Breen J. E., American Association of State Highway and Transportation Officials., and United States. Federal Highway Administration., eds. Anchorage zone reinforcement for post-tensioned concrete girders. Washington, D.C: Transportation Research Board, National Research Council, 1994.

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8

Fédération internationale de la précontrainte. and Fédération internationale du béton, eds. Recommendations for the design of post-tensioned slabs and foundation rafts. London: SETO, 1998.

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9

Lee, Seung-Kyoung. An FHWA special study: Post-tensioning tendon grout chloride thresholds. McLean, VA: U.S. Department of Transportation, Federal Highway Administration, Research, Development and Technology, Turner-Fairbank Highway Research Center, 2014.

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10

Center, Turner-Fairbank Highway Research, ed. Magnetic-based NDE of prestressed and post-tensioned concrete members: The MFL system. McLean, VA (6300 Georgetown Pike, McLean 22101-2296): U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 2000.

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11

P, Burnell Kelly, ed. Seismic testing of precast segmental bridges: Phase III, bridge system test. La Jolla, Calif: Dept. of Structural Engineering, University of California, San Diego, 2005.

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12

P, Burnell Kelly, ed. Seismic testing of precast segmental bridges: Phase III, bridge system test. La Jolla, Calif: Dept. of Structural Engineering, University of California, San Diego, 2005.

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13

Youakim, Samer Amir. A simplified method for prediction of long-term prestress loss in post-tensioned concrete bridges. La Jolla, Calif: Dept. of Structural Engineering, University of California, San Diego, 2006.

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14

Fédération internationale de la précontrainte. Commission on Prestressing Materials and Systems. Recommendations for the acceptance of post-tensioning systems. London: SETO, 1993.

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15

Stevenson, A. M. Post-tensioned concrete floors in multi-storey buildings: An introduction to the development, benefits, design and construction of in-situ prestressed suspended floors. Crowthorne: British Cement Association on behalf of the industry sponsors of the Reinforced Concrete Council, 1994.

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16

Theryo, Teddy S. Guidelines for sampling, assessing, and restoring defective grout in prestressed concrete bridge post-tensioning ducts. McLean, VA: U.S. Department of Transportation, Federal Highway Administration, Research, Development, and Technology, Turner-Fairbank Highway Research Center, 2013.

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17

Gales, John, Kathleen Hartin, and Luke Bisby. Structural Fire Performance of Contemporary Post-tensioned Concrete Construction. New York, NY: Springer New York, 2016. http://dx.doi.org/10.1007/978-1-4939-3280-1.

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18

Ghorbanpoor, Alireza. Evaluation of post-tensioned concrete bridge structures by the impact-echo technique. McLean, Va: U.S. Dept. of Transportation, Federal Highway Administration, 1993.

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19

Ghorbanpoor, Alireza. Evaluation of post-tensioned concrete bridge structures by the impact-echo technique. McLean, Va: U.S. Dept. of Transportation, Federal Highway Administration, 1993.

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20

Ghorbanpoor, Alireza. Evaluation of post-tensioned concrete bridge structures by the impact-echo technique. McLean, Va: U.S. Dept. of Transportation, Federal Highway Administration, 1993.

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21

Center, Turner-Fairbank Highway Research, ed. Magnetic-based NDE of prestressed and post-tensioned concrete members: The MFL system. McLean, VA: U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 2000.

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22

Center, Turner-Fairbank Highway Research, ed. Magnetic-based NDE of prestressed and post-tensioned concrete members: The MFL system. McLean, VA: U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 2000.

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23

Center, Turner-Fairbank Highway Research, ed. Magnetic-based NDE of prestressed and post-tensioned concrete members: The MFL system. McLean, VA (6300 Georgetown Pike, McLean 22101-2296): U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 2000.

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24

Center, Turner-Fairbank Highway Research, ed. Magnetic-based NDE of prestressed and post-tensioned concrete members: The MFL system. McLean, VA (6300 Georgetown Pike, McLean 22101-2296): U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 2000.

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25

Williams, Martin, and Sami Khan. Post-Tensioned Concrete Floors. Taylor & Francis Group, 1995.

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26

Williams, Martin, and Sami Khan. Post-Tensioned Concrete Floors. Taylor & Francis Group, 1995.

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27

Williams, Martin, and Sami Khan. Post-Tensioned Concrete Floors. Taylor & Francis Group, 1995.

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28

Williams, Martin, and Sami Khan. Post-Tensioned Concrete Floors. Taylor & Francis Group, 1995.

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29

Williams, Martin, and Sami Khan. Post-Tensioned Concrete Floors. Taylor & Francis Group, 1995.

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30

Post-Tensioned Concrete Floors. Taylor & Francis Group, 2019.

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31

Williams, Martin, and Sami Khan. Post-Tensioned Concrete Floors. Taylor & Francis Group, 1995.

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32

Lin, Yuh-Yi. Nonlinear, unbonded, post-tensioned tendon element for concrete structures. 1990.

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33

Post-tensioning manual. [S.l.]: Post-Tensioning Institute, 2006.

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34

Training and Certification of Field Personnel for Unbonded Post-Tensioning (Leverl 1: Field fundamentals). PTI, 2003.

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35

FIP Commission on Practical Construction. Working Group on Quality Assurance and Quality Control for Post-tensioned Concrete Structures., ed. Quality assurance and quality control for post-tensioned concrete structures. London: T. Telford, 1986.

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36

Magnetic-based NDE of prestressed and post-tensioned concrete members: The MFL system. McLean, VA: U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 2000.

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37

Agency, Great Britain Highways, ed. Post-tensioned concrete bridges: Anglo-French liaison report = Ponts en béton précontraint par post-tension : rapport conjoint franco-britannique sur l'état de l'art. London: Thomas Telford, 1999.

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38

Durability of post-tensioning tendons: Recommendation. Lausanne, Switzerland: International Federation for Structural Concrete, 2006.

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39

Gales, John, Kathleen Hartin, and Luke Bisby. Structural Fire Performance of Contemporary Post-tensioned Concrete Construction. Springer, 2015.

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40

Gales, John, Kathleen Hartin, and Luke Bisby. Structural Fire Performance of Contemporary Post-Tensioned Concrete Construction. Springer London, Limited, 2015.

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41

Magnetic-based NDE of prestressed and post-tensioned concrete members: The MFL system. McLean, VA (6300 Georgetown Pike, McLean 22101-2296): U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 2000.

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42

Magnetic-based NDE of prestressed and post-tensioned concrete members: The MFL system. McLean, VA: U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 2000.

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