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1

Miranda, Pio A. Displacement-based assessment of RC columns with limited shear resistance. Pavia: ROSE school, 2005.

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2

Casandjian, Charles, Noël Challamel, Christophe Lanos, and Jostein Hellesland. Reinforced Concrete Beams, Columns and Frames. Hoboken, NJ 07030 USA: John Wiley & Sons, Inc., 2013. http://dx.doi.org/10.1002/9781118639511.

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3

Hellesland, Jostein, Noël Challamel, Charles Casandjian, and Christophe Lanos. Reinforced Concrete Beams, Columns and Frames. Hoboken, NJ USA: John Wiley & Sons, Inc., 2013. http://dx.doi.org/10.1002/9781118635360.

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4

McAdam, P. S. The dependent shortening of reinforced concrete columns. St. Lucia: Universityof Queensland, Dept. of Civil Engineering, 1989.

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5

Ajdukiewicz, Andrzej. Reinforced-concrete slab-column structures. Amsterdam: Elsevier, 1990.

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6

Ajdukiewicz, Andrzej. Reinforced-concrete slab-column structures. Amsterdam: Elsevier, 1989.

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7

Rodriguez, M. Seismic load tests on reinforced concrete columns strengthened by jacketing. Christchurch, N.Z: University of Canterbury, Dept. of Civil Engineering, 1991.

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8

Bezzina, Alexander S. KBES for the design of reinforced concrete columns. Edmonton, Alta: Dept. of Civil Engineering University of Alberta, 1987.

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9

Chiew, Sing-Ping, and Yan-Qing Cai. Design of High Strength Steel Reinforced Concrete Columns. Boca Raton : CRC Press, [2018]: CRC Press, 2018. http://dx.doi.org/10.1201/9781351203951.

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10

Tan, Kar Chun. Eurocode 2 Design Data for Reinforced Concrete Columns. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-6841-7.

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11

Manning, David G. Electrochemical removal of chloride ions from reinforced concrete: Initial evaluation of the Pier S19 field trial. Downsview: Research and Development Branch, Ontario Ministry of Transportation, 1990.

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12

Casandjian, Charles. Reinforced concrete beams, columns and frames: Mechanics and design. London, UK: ISTE, 2013.

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13

Chiew, Sing-Ping, and Yan-Qing Cai. Design Examples for High Strength Steel Reinforced Concrete Columns. Boca Raton : CRC Press, [2018]: CRC Press, 2018. http://dx.doi.org/10.1201/9780429469428.

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14

Purba, Burt K. Reinforcement of circular concrete columns with carbon fiber reinforced polymer (CFRP) jackets. Halifax, N.S: Nova Scotia CAD/CAM Centre, 1998.

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15

Reinforced concrete beams, columns and frames: Section and slender member analysis. London: ISTE, 2013.

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16

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

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17

Park, R. Strengthening and/or repair of existing reinforced concrete columns: Final report to the Earthquake and War Damage Commission on the research project 91/15. [New Zealand]: University of Canterbury, 1993.

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18

Mustapha, Kamal Nasharuddin. Parametric study of the behaviour of reinforced concrete columns in fire. Birmingham: Aston University. Department of Civil Engineering, 1994.

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19

Weeks, Nicholas John. Lateral instability of slender reinforced concrete columns in a fire environment. Birmingham: Universityof Aston. Department of Civil Engineering and Construction, 1985.

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20

Montgomery, David L. Behavior of spirally reinforced high-strength concrete columns under axial loading. Ottawa: National Library of Canada, 1996.

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21

Toklucu, Murat Tug︣rul. Behaviour of reinforced concrete columns confined with circular spirals and hoops. Ottawa: National Library of Canada = Bibliothèque nationale du Canada, 1993.

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22

Lee, Cathy. Accelerated corrosion and repair of reinforced concrete columns using CFRP sheets. Ottawa: National Library of Canada, 1998.

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23

Cairns, Stephen William. Circular concrete columns externally reinforced with pre-fabricated carbon polymer shells. Ottawa: National Library of Canada, 2001.

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24

Fintel, Mark. Column shortening in tall structures: Prediction and compensation. Skokie, Ill: Portland Cement Association, 1987.

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25

Thurlimann, Bruno. Design of masonry walls and reinforced concrete columns with column-deflection-curves. Basel: Birkhauser, 1987.

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26

Milman, Ioulia. CFRP wraps for corrosion repair of reinforced concrete columns and corrosion monitorng. Ottawa: National Library of Canada, 2001.

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27

Tekkin konkurīto-chū, tekkotsuryō kongō kōzō no sekkei to sekō: Design and construction of mixed structures composed of reinforced concrete columns and steel beems. Tōkyō: Nihon Kenchiku Gakkai, 2001.

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28

Kim, Young Joon. The shear response of circular concrete columns reinforced with high strength steel spirals. Ottawa: National Library of Canada, 2000.

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29

Iacobucci, Richard D. Seismic upgrade and repair of square reinforced concrete columns with carbon FRP jackets. Ottawa: National Library of Canada, 2001.

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30

Memon, Muhammad Saleh. Seismic behaviour of square concrete columns retrofitted with glass fibre reinforced polymers (GFRPs). Ottawa: National Library of Canada, 2002.

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31

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

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32

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

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33

Khashel, S. An investigation into the behaviour of biaxially loaded reinforced concrete columns using acomputer programme. London: North East London Polytechnic, 1985.

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34

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

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35

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

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36

Coffman, Harvey L. Seismic durability of retrofitted R.C. columns: Final report, Research Project GC 8286, Task 36. [Olympia, Wash.?]: Washington State Dept. of Transportation, Washington State Transportation Commission, in cooperation with the U.S. Dept. of Transportation, Federal Highway Administration, 1991.

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37

Griffis, Lawrence G. Load and resistance factor design of W-shapes encased in concrete. Chicago, Ill: American Institute of Steel Construction, 1992.

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38

Ochshorn, Jonathan. Structural elements for architects and builders: Design of columns, beams, and tension elements in wood, steel, and reinforced concrete. Champaign, IL: Common Ground Publishing, LLC, 2015.

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39

Structural elements for architects and builders: Design of columns, beams, and tension elements in wood, steel, and reinforced concrete. Amsterdam: Butterworth-Heinemann, an imprint of Elsevier, 2010.

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40

Moehle, Jack P. Review of seismic research results on existing buildings: Product 3.1 of the Proposition 122 Seismic Retrofit Practices Improvement Program. Sacramento: California Seismic Safety Commission, 1994.

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41

Keller, Thomas. Use of fibre reinforced polymers in bridge construction. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2003. http://dx.doi.org/10.2749/sed007.

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<p>The aim of the present Structural Engineering Document, a state-of-the-art report, is to review the progress made worldwide in the use of fibre rein­forced polymers as structural components in bridges until the end of the year 2000.<p> Due to their advantageous material properties such as high specific strength, a large tolerance for frost and de-icing salts and, furthermore, short installation times with minimum traffic interference, fibre reinforced polymers have matured to become valuable alternative building materials for bridge structures. Today, fibre reinforced polymers are manufactured industrially to semi-finished products and ccimplete structural components, which can be easily and quickly installed or erected on site.<p> Examples of semi-finished products and structural components available are flexible tension elements, profiles stiff in bending and sandwich panels. As tension elements, especially for the purpose of strengthening, strips and sheets are available, as weil as reinforcing bars for concrete reinforcement and prestressing members for internal prestressing or external use. Profiles are available for beams and columns, and sandwich constructions especially for bridge decks. During the manufacture of the structural components fibre-optic sensors for continuous monitoring can be integrated in the materials. Adhesives are being used more and more for joining com­ponents.<p> Fibre reinforced polymers have been used in bridge construction since the mid-1980s, mostly for the strengthening of existing structures, and increas­ingly since the mid-1990s as pilot projects for new structures. In the case of new structures, three basic types of applications can be distinguished: concrete reinforcement, new hybrid structures in combination with traditional construction materials, and all-composite applications, in which the new materials are used exclusively.<p> This Structural Engineering Document also includes application and research recommendations with particular reference to Switzerland.<p> This book is aimed at both students and practising engineers, working in the field of fibre reinforced polymers, bridge design, construction, repair and strengthening.
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42

Teng, J. G., J. F. Chen, L. Lam, J.-F. Chen, and S. T. Smith. FRP: Strengthened RC Structures. Wiley, 2002.

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43

G, Teng J., ed. FRP-strengthened RC structures. New York: Wiley, 2002.

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44

D, Lin T., and Portland Cement Association, eds. Fire resistance of reinforced concrete columns. Skokie, Ill: Portland Cement Association, 1992.

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45

Fire resistance of concrete-filled and reinforced concrete columns. New Hampshire: [s.n.], 1986.

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46

Appraisal and Repair of Reinforced Concrete. Thomas Telford Ltd, 1997. http://dx.doi.org/10.1680/rc.25837.

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47

Tan, Kar Chun. Eurocode 2 Design Data for Reinforced Concrete Columns. Springer, 2019.

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48

Tan, Kar Chun. Eurocode 2 Design Data for Reinforced Concrete Columns. Springer, 2019.

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49

Reinforced Concrete Research Council (U.S.), ed. Long reinforced concrete columns: A collection of papers selected by the Reinforced Concrete Research Council. New York, N.Y: American Society of Civil Engineers, 1986.

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50

Bernards, Laura Lynn. Seismic retrofitting of rectangular reinforced concrete bridge columns for shear. 1991.

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