Libri sul tema "Concrete columns"

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1

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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2

Ibrahim, Hisham H. H. Flexural behavior of high strength concrete columns. Edmonton, Alta: Dept. of Civil Engineering, University of Alberta, 1994.

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3

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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4

374, ACI Committee. Acceptance criteria for moment frames based on structural testing and commentary: An ACI standard. Farmington Hills, MI: American Concrete Institute, 2006.

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5

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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6

D, Lin T., e Portland Cement Association, a cura di. Fire resistance of reinforced concrete columns. Skokie, Ill: Portland Cement Association, 1992.

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7

McLean, David I. Retrofit of split bridge columns. [Olympia, Wash.]: Washington State Dept. of Transportation, 2001.

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8

Casandjian, Charles, Noël Challamel, Christophe Lanos e 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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9

Hellesland, Jostein, Noël Challamel, Charles Casandjian e 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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10

Stone, W. C. Inelastic behavior of full-scale bridge columns subjected to cyclic loading. Gaithersburg, MD: U.S. Dept. of Commerce, National Institute of Standards and Technology, 1989.

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11

Xie, Jueren. Numerical investigation of eccentrically loaded tied high strength concrete columns. Edmonton, Alta., Canada: Dept. of Civil Engineering, University of Alberta, 1994.

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12

Kowalsky, M. J. Shear behavior of lightweight concrete columns under seismic conditions. La Jolla, Calif: Dept. of Applied Mechanics & Engineering Sciences, Division of Structural Engineering, University of California, San Diego, 1995.

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13

ACI Committee 340., a cura di. Design handbook in accordance with the strength design method of ACI 318-89. 3a ed. Detroit, Mich: American Concrete Institute, 1990.

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14

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

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15

Włodzimierz, Starosolski, Ajdukiewicz Andrzej e Polska Akademia Nauk. Komitet Inżynierii Lądowej i Wodnej., a cura di. Badania doświadczalne żelbetowych ustrojów płytowo-słupowych. Warszawa: Państwowe Wydawn. Nauk., 1988.

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16

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

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17

Samdani, Sohail. Analytical study of FRP-confined concrete columns. Ottawa: National Library of Canada, 2003.

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18

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

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19

Yimin, Lim. Design of retrofitting FRP for concrete columns. Ottawa: National Library of Canada, 2003.

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20

Sundararaj, Palanimuthu (Ravi). High strength concrete columns under eccentric load. Ottawa: National Library of Canada, 1992.

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21

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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22

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

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23

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

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24

USA-Australia Workshop on High Performance Concrete (1997 Sydney, N.S.W.). Proceedings of the USA-Australia Workshop on High Performance Concrete (HPC), Sydney, Australia, August 20-23, 1997. Perth, W.A: Curtin University of Technology, School of Civil Engineering, 1997.

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25

Lin, Yongqian. Seismic behavior of bridge column non-contact lap splices. Urbana, Ill: University of Illinois at Urbana-Champaign, Dept. of Civil and Environmental Engineering, 1998.

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26

McDaniel, Cole C. Seismic assessment and retrofit of existing multi-column bent bridges. Olympia, WA: Washington State Dept. of Transportation, 2006.

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27

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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28

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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29

Reinforced Concrete Research Council (U.S.), a cura di. 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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30

Stone, W. C. Seismic performance of circular bridge columns designed in accordance with AASHTO/CALTRANS standards. Gaithersburg, MD: U.S. Dept. of Commerce, National Institute of Standards and Technology, 1993.

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31

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

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32

McLean, David I. Moment-reducing hinge details for the bases of bridge columns: Final report, Research Project GC 8287, Task 5, Plastic Hinge Details. [Olympia, Wash.]: Washington State Dept. of Transportation, Planning, Research and Public Transportation Division, in cooperation with the U.S. Dept. of Transportation, Federal Highway Administration, 1990.

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33

Chiew, Sing-Ping, e 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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34

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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35

Al-Rawdan, Abdel-Kareem. Steel beam connections to concrete-filled tubular columns. Manchester: University of Manchester, 1996.

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36

Megalooikonomou, Konstantinos G. Seismic assessment and retrofit of reinforced concrete columns. Newcastle upon Tyne: Cambridge Scholars Publishing, 2019.

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37

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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38

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

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39

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

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40

National Research Council (U.S.). Transportation Research Board., a cura di. Bridge, culvert, and tunnel research. Washington, D.C: National Academy Press, 1992.

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41

McLean, David I. Seismic retrofitting of rectangular bridge column for shear: Final report, Research Project GC 8720, Task 07, Seismic Retrofit of Bridge Columns. [Olympia, Wash.]: Washington State Dept. of Transportation, Washington State Transportation Commission, in cooperation with U.S. Dept. of Transportation, Federal Highway Administration, 1992.

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42

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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43

Mattheiss, Jürgen. Kragstützen aus Stahlbeton: Berechnung und Bemessung. Berlin: Ernst, 1986.

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44

Chiew, Sing-Ping, e 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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45

Bayrak, Oguzhan. High strength concrete columns subjected to earthquake type loading. Ottawa: National Library of Canada, 1994.

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46

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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47

Lin-Hai, Han, e Lu Hui 1963-, a cura di. Concrete-filled tubular members and connections. London: Spon Press, 2010.

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48

Montejo, Luis A. Seismic behavior of concrete bridge columns at sub-freezing temperatures. Juneau, AK: Alaska Dept. of Transportation [and Public Facilities], Statewide Research Office, 2008.

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49

R, Bergmann, e Comité international pour l'étude et le développement de la construction tubulaire, a cura di. Design guide for concrete filled hollow section columns under static and seismic loading. Köln: TÜV Rheinland, 1995.

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50

Lu, Yue Qing. The flexural behaviour of concrete-filled hollow structural sections. Edmonton, Alta., Canada: Dept. of Civil Engineering, University of Alberta, 1992.

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