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Books on the topic 'Reinforced concrete column'

Author: Grafiati
Published: 4 June 2021
Last updated: 30 May 2022

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1

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

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2

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

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3

Tan, Pengguan. Computer aided design of reinforced concrete column. London: North East London Polytechnic, 1985.

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4

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

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5

Asri, Nik Mohd. A study of reinforced concrete column using computer model. London: North East London Polytechnic, 1986.

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6

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

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7

McLean, David I. Noncontact lap splices in bridge column-shaft connections. [Olympia]: Washington State Dept. of Transportation, 1997.

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8

Xin, Xian Zuo. Behaviour of reinforced concrete interior beam-column joints designed using high strength concrete and steel. Christchurch, N.Z: University of Canterbury, Dept. of Civil Engineering, 1992.

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9

American Concrete Institute. Committee 352. Recommendations for design of beam-column joints in monolithic reinforced concrete structures. [Detroit]: American Concrete Institute, 1985.

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10

American Concrete Institute. Committee 352. Recommendations for design of slab-column connections in monolithic reinforced concrete structures. [Detroit]: American Concrete Institute, 1988.

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11

Choong, Kok Keong, Jayaprakash Jaganathan, Sharifah Salwa Mohd Zuki, Shahiron Shahidan, and Nurul Izzati Raihan Ramzi Hannan. Concrete-Filled Double Skin Steel Tubular Column with Hybrid Fibre Reinforced Polymer. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-2715-6.

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12

Sharma, Akanshu. Experimental investigations and evaluation of strength and deflections of reinforced concrete beam-column joints using nonlinear static analysis. Mumbai: Bhabha Atomic Research Centre, 2009.

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13

Bas, Ayhan. Behaviour of reinforced concrete beam-column connections with floor slabs under bi-directional lateral loading. Ottawa: National Library of Canada, 1990.

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14

Sharma, Akanshu. Experimental and analytical investigations on behavior of reinforced concrete exterior beam-column joints without and with retrofitting. Mumbai: Scientific Information Resource Division, Bhabha Atomic Research Centre, 2013.

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15

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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16

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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17

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

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18

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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19

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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20

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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21

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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22

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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23

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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24

Virdi, K. S. Tests and analysis of variable cross section reinforced concrete colums for highway bridges. Crowthorne: Transport and Road Research Laboratory, 1986.

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25

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

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26

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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27

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

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28

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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29

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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30

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

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31

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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32

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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33

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

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34

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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35

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

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36

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

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37

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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38

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

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39

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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40

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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41

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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42

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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43

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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44

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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45

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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46

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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47

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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48

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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49

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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50

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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