Books on the topic 'Reinforced concrete shear wall'

Farrar, C. R. Damping in low-aspect-ratio, reinforced concrete shear walls. Washington, DC: Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1993.

Farrar, C. R. Stiffness of low-aspect-ratio, reinforced concrete shear walls. Washington, DC: Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1993.

Farrar, C. R. Damping in low-aspect-ratio, reinforced concrete shear walls. Washington, DC: Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1993.

Farrar, C. R. Stiffness of low-aspect-ratio, reinforced concrete shear walls. Washington, DC: Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1993.

Farrar, C. R. Damping in low-aspect-ratio, reinforced concrete shear walls. Washington, DC: Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1993.

Farrar, C. R. Experimental assessment of damping in low aspect ratio, reinforced concrete shear wall structure. Washington, DC: Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1988.

Emara, Mohamed Basil. Shear deformations in reinforced concrete frames. Ottawa: National Library of Canada, 1990.

Bhide, Shrinivas Balkrishna. Reinforced concrete elements in shear and tension. Toronto, Ont: University of Toronto, Dept. of Civil Engineering, 1987.

Lai, Derek. Crack shear-slip in reinforced concrete elements. Ottawa: National Library of Canada, 2001.

Yoichi, Yoshida. Shear reinforcement for large lightly reinforced concrete members. Ottawa: National Library of Canada, 2000.

Brady, Pamalee A. Shear strengthening of reinforced concrete beams using fiber-reinforced polymer wraps. Champaign, IL: U.S. Army Corps of Engineers, Construction Engineering Research Laboratories, 1998.

Chen, Simon A. A shear-friction truss model for reinforced concrete beams subjected to shear. Edmonton, Alta: Dept. of Civil Engineering, University of Alberta, 1993.

Massam, Laurent. The behaviour of GFRP reinforced concrete beams in shear. Ottawa: National Library of Canada, 2001.

ACI Committee 421. Guide to shear reinforcement for slabs. Farmington Hills, Mich: American Concrete Institute, 2008.

Xoxa, Vasillaq. Investigating the shear characteristics of high performance fiber reinforced concrete. Ottawa: National Library of Canada, 2003.

Cicovic, Milan. The influence of shear on deformations of reinforced concrete beams. London: Polytechnic of East London, 1991.

(undifferentiated), Walter Kaufmann. Strength and deformations of structural concrete subjected to in-plane shear and normal forces. Basel: Birkhäuser Verlag, 1998.

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

Gupta, Pawan R. Shear behaviour of reinforced concrete beams subjected to high axial compression. Ottawa: National Library of Canada = Bibliothèque nationale du Canada, 1993.

Deniaud, Christophe. Behaviour of reinforced concrete beams strengthened in shear with FRP sheets. Edmonton: Dept. of Civil and Environmental Engineering, University of Alberta, 2000.

Plain and fiber reinforced concrete beams under shear loading: Structural behavior and design aspects. Brescia, Italy: Starrylink Editrice, 2005.

Kuzmanovic, Sasha. An investigation of the shear design of a reinforced concrete box structure. Ottawa: National Library of Canada, 1998.

Cuenca, Estefanía. On Shear Behavior of Structural Elements Made of Steel Fiber Reinforced Concrete. Cham: Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-13686-8.

Roller, John J. Design criteria for insulating concrete form wall systems. [Skokie, Ill.]: Portland Cement Association, 1996.

Sullivan, Timothy J. Seismic design of frame-wall structures. Pavia, Italy: IUSS Press, 2006.

Ho, Gordon. Nonlinear analysis of reinforced concrete beams subjected to shear, moment and axial loads. Ottawa: National Library of Canada, 1993.

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

Pérez, Beatriz Maria Martín. A study of the mechanical response of reinforced concrete to cyclic shear reversals. Ottawa: National Library of Canada, 1995.

Wallace, John W. The 1985 Chile earthquake: An evaluation of structural requirements for bearing wall buildings. [Berkeley]: Earthquake Engineering Research Center, University of California at Berkeley, 1989.

Belarbi, Abdeldjelil. Design of FRP systems for strengthening concrete girders in shear. Washington, D.C: Transportation Research Board, 2011.

Farrar, C. R. Static and simulated seismic testing of the TRG-7 through -16 shear wall structures. Washington, D.C: Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1991.

Kianoush, Mohammed Reza. Inelastic seismic response of precast concrete large panel coupled shear wall systems. [Regina]: Dept. of Civil Engineering, University of Alberta, 1986.

Ng, Kee Ee. Effect of alkali silica reaction on the punching shear capacity of reinforced concrete slabs. Birmingham: University of Birmingham, 1991.

Yamamoto, Taira. Nonlinear finite element analysis of transverse shear and torsional problems in reinforced concrete shells. Ottawa: National Library of Canada, 1999.

Goodsir, W. J. The design of coupled frame-wall structures for seismic actions. Christchurch, N.Z: Dept. of Civil Engineering, University of Canterbury, 1985.

Zarrog, Zarrog Mohammed. Shear behaviour of reinforced concrete beams: The study of deep beams (DRC) strengthened with externally bonded carbon fibre reinforced plastic (CFRP) sheets. Wolverhampton: University of Wolverhampton, 2002.

El-Tawil, Sherif. Recommendations for seismic design of hybrid coupled wall systems. Reston, Va: SEI/America Society of Civil Engineers, 2010.

Cao, Shen. Size effect and the influence of longitudinal reinforcement on the shear response of large reinforced concrete members. Ottawa: National Library of Canada, 2001.

Podgorniak-Stanik, Bogdan. The influence of concrete strength, distribution of longitudinal reinforcement, amount of transverse reinforcement and member size on shear strength of reinforced concrete. Ottawa: National Library of Canada, 1998.

Ling, Hoe I. Seismic testing: Geogrid reinforced soil structures faced with segmental retaining wall block : executive summary. Edina, MN: Allan Block Corp., 2003.

Angelakos, Dino. The influence of concrete strength and longitudinal reinforcement ratio on the shear strength of large-size reinforced concrete beams with, and without, transverse reinforcement. Ottawa: National Library of Canada, 1999.

Cheng, Richard. Design load tables for laterally loaded masonry panels: To BS 5628 parts 1 and 2 : (including bed joint reinforced panels). London: Thomas Telford, 1996.

American Society of Civil Engineers. Working Group on Stiffness of Concrete Shear Wall Structures., ed. Stiffness of low rise reinforced concrete shear walls. New York: The Society, 1994.

Hsu, Thomas T. C. 1933-, Mau S. T, National Science Foundation (U.S.), and International Workshop on Concrete Shear in Earthquake (1991 : University of Houston), eds. Concrete shear in earthquake. London: Elsevier Applied Science, 1992.

E, Baker W., U.S. Nuclear Regulatory Commission. Office of Nuclear Regulatory Research. Division of Engineering., and Los Alamos National Laboratory, eds. Stiffness of low-aspect-ratio, reinforced concrete shear walls. Washington, DC: Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1993.

H, Hofmayer C., U.S. Nuclear Regulatory Commission. Office of Nuclear Regulatory Research. Division of Engineering Technology., and Brookhaven National Laboratory, eds. Finite element analyses for seismic shear wall international standard problem. Washington, DC: Division of Engineering Technology, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1998.

H, Hofmayer C., U.S. Nuclear Regulatory Commission. Office of Nuclear Regulatory Research. Division of Engineering Technology., and Brookhaven National Laboratory, eds. Finite element analyses for seismic shear wall international standard problem. Washington, DC: Division of Engineering Technology, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1998.

Lubell, Adam Scott. Shear in wide reinforced concrete members. 2006.

Aci Committee 445--Shear and Torsion. Punching Shear in Reinforced Concrete Slabs. American Concrete Institute, 2005.

Klaus, Thorsten P. R. Shear behaviour of reinforced concrete box cultures. 2007, 2007.