Bücher zum Thema „Concrete columns“
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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.
Den vollen Inhalt der Quelle findenIbrahim, Hisham H. H. Flexural behavior of high strength concrete columns. Edmonton, Alta: Dept. of Civil Engineering, University of Alberta, 1994.
Den vollen Inhalt der Quelle findenRodriguez, M. Seismic load tests on reinforced concrete columns strengthened by jacketing. Christchurch, N.Z: University of Canterbury, Dept. of Civil Engineering, 1991.
Den vollen Inhalt der Quelle finden374, ACI Committee. Acceptance criteria for moment frames based on structural testing and commentary: An ACI standard. Farmington Hills, MI: American Concrete Institute, 2006.
Den vollen Inhalt der Quelle findenPark, 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.
Den vollen Inhalt der Quelle findenD, Lin T., und Portland Cement Association, Hrsg. Fire resistance of reinforced concrete columns. Skokie, Ill: Portland Cement Association, 1992.
Den vollen Inhalt der Quelle findenMcLean, David I. Retrofit of split bridge columns. [Olympia, Wash.]: Washington State Dept. of Transportation, 2001.
Den vollen Inhalt der Quelle findenStone, 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.
Den vollen Inhalt der Quelle findenCasandjian, Charles, Noël Challamel, Christophe Lanos und Jostein Hellesland. Reinforced Concrete Beams, Columns and Frames. Hoboken, NJ 07030 USA: John Wiley & Sons, Inc., 2013. http://dx.doi.org/10.1002/9781118639511.
Der volle Inhalt der QuelleHellesland, Jostein, Noël Challamel, Charles Casandjian und Christophe Lanos. Reinforced Concrete Beams, Columns and Frames. Hoboken, NJ USA: John Wiley & Sons, Inc., 2013. http://dx.doi.org/10.1002/9781118635360.
Der volle Inhalt der QuelleXie, Jueren. Numerical investigation of eccentrically loaded tied high strength concrete columns. Edmonton, Alta., Canada: Dept. of Civil Engineering, University of Alberta, 1994.
Den vollen Inhalt der Quelle findenKowalsky, 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.
Den vollen Inhalt der Quelle findenACI Committee 340., Hrsg. Design handbook in accordance with the strength design method of ACI 318-89. 3. Aufl. Detroit, Mich: American Concrete Institute, 1990.
Den vollen Inhalt der Quelle findenAjdukiewicz, Andrzej. Reinforced-concrete slab-column structures. Amsterdam: Elsevier, 1989.
Den vollen Inhalt der Quelle findenWłodzimierz, Starosolski, Ajdukiewicz Andrzej und Polska Akademia Nauk. Komitet Inżynierii Lądowej i Wodnej., Hrsg. Badania doświadczalne żelbetowych ustrojów płytowo-słupowych. Warszawa: Państwowe Wydawn. Nauk., 1988.
Den vollen Inhalt der Quelle findenAjdukiewicz, Andrzej. Reinforced-concrete slab-column structures. Amsterdam: Elsevier, 1990.
Den vollen Inhalt der Quelle findenPurba, Burt K. Reinforcement of circular concrete columns with carbon fiber reinforced polymer (CFRP) jackets. Halifax, N.S: Nova Scotia CAD/CAM Centre, 1998.
Den vollen Inhalt der Quelle findenYimin, Lim. Design of retrofitting FRP for concrete columns. Ottawa: National Library of Canada, 2003.
Den vollen Inhalt der Quelle findenSundararaj, Palanimuthu (Ravi). High strength concrete columns under eccentric load. Ottawa: National Library of Canada, 1992.
Den vollen Inhalt der Quelle findenSamdani, Sohail. Analytical study of FRP-confined concrete columns. Ottawa: National Library of Canada, 2003.
Den vollen Inhalt der Quelle findenMcAdam, P. S. The dependent shortening of reinforced concrete columns. St. Lucia: Universityof Queensland, Dept. of Civil Engineering, 1989.
Den vollen Inhalt der Quelle findenCasandjian, Charles. Reinforced concrete beams, columns and frames: Mechanics and design. London, UK: ISTE, 2013.
Den vollen Inhalt der Quelle findenMcDaniel, Cole C. Seismic assessment and retrofit of existing multi-column bent bridges. Olympia, WA: Washington State Dept. of Transportation, 2006.
Den vollen Inhalt der Quelle findenLin, 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.
Den vollen Inhalt der Quelle findenUSA-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.
Den vollen Inhalt der Quelle findenCheok, 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.
Den vollen Inhalt der Quelle findenCheok, 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.
Den vollen Inhalt der Quelle findenStone, 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.
Den vollen Inhalt der Quelle findenMcLean, 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.
Den vollen Inhalt der Quelle findenThurlimann, Bruno. Design of masonry walls and reinforced concrete columns with column-deflection-curves. Basel: Birkhauser, 1987.
Den vollen Inhalt der Quelle findenMiranda, Pio A. Displacement-based assessment of RC columns with limited shear resistance. Pavia: ROSE school, 2005.
Den vollen Inhalt der Quelle findenFintel, Mark. Column shortening in tall structures: Prediction and compensation. Skokie, Ill: Portland Cement Association, 1987.
Den vollen Inhalt der Quelle findenChiew, Sing-Ping, und 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.
Der volle Inhalt der QuelleTan, 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.
Der volle Inhalt der QuelleAl-Rawdan, Abdel-Kareem. Steel beam connections to concrete-filled tubular columns. Manchester: University of Manchester, 1996.
Den vollen Inhalt der Quelle findenMegalooikonomou, Konstantinos G. Seismic assessment and retrofit of reinforced concrete columns. Newcastle upon Tyne: Cambridge Scholars Publishing, 2019.
Den vollen Inhalt der Quelle findenBezzina, Alexander S. KBES for the design of reinforced concrete columns. Edmonton, Alta: Dept. of Civil Engineering University of Alberta, 1987.
Den vollen Inhalt der Quelle findenNational Research Council (U.S.). Transportation Research Board., Hrsg. Bridge, culvert, and tunnel research. Washington, D.C: National Academy Press, 1992.
Den vollen Inhalt der Quelle findenMcLean, 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.
Den vollen Inhalt der Quelle findenHachem, Mahmoud M. Performance of circular reinforced concrete bridge columns under bidirectional earthquake loading. Richmond, Calif: Pacific Earthquake Engineering Research Center, 2003.
Den vollen Inhalt der Quelle findenCoffman, 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.
Den vollen Inhalt der Quelle findenMattheiss, Jürgen. Kragstützen aus Stahlbeton: Berechnung und Bemessung. Berlin: Ernst, 1986.
Den vollen Inhalt der Quelle findenLin-Hai, Han, und Lu Hui 1963-, Hrsg. Concrete-filled tubular members and connections. London: Spon Press, 2010.
Den vollen Inhalt der Quelle findenChiew, Sing-Ping, und 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.
Der volle Inhalt der QuelleBayrak, Oguzhan. High strength concrete columns subjected to earthquake type loading. Ottawa: National Library of Canada, 1994.
Den vollen Inhalt der Quelle findenReinforced Concrete Research Council (U.S.), Hrsg. 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.
Den vollen Inhalt der Quelle findenMontejo, 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.
Den vollen Inhalt der Quelle findenR, Bergmann, und Comité international pour l'étude et le développement de la construction tubulaire, Hrsg. Design guide for concrete filled hollow section columns under static and seismic loading. Köln: TÜV Rheinland, 1995.
Den vollen Inhalt der Quelle findenLu, Yue Qing. The flexural behaviour of concrete-filled hollow structural sections. Edmonton, Alta., Canada: Dept. of Civil Engineering, University of Alberta, 1992.
Den vollen Inhalt der Quelle findenHighway Innovative Technology Evaluation Center (U.S.). Guidelines for structural and durability evaluation of FRP composite column wrap systems for seismic retrofit of columns. Reston, VA: American Society of Civil Engineers, 2003.
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