Page 136 - Design of Reinforced Masonry Structures

3.30 CHAPTER THREE

3.26 ASTM: Standard Specification for Steel Wire, Plain, for Concrete Reinforcement (ASTM A82/
A82M-05a), ASTM International, West Conshohocken, PA, 2005.
3.27 ASTM: Standard Specification for Deformed and Plain Billet-Steel Bars for Concrete
Reinforcement (A615/A615M-05b), ASTM International, West Conshohocken, PA 2005.
3.28 ASTM: Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete
Reinforcement (A706/A706M-06), ASTM International, West Conshohocken, PA, 2006.
3.29 ASTM: Standard Specification for Zinc-Coated (Galvanized) Steel Bras for Concrete
Reinforcement (A767/A767M-06), ASTM International, West Conshohocken, PA, 2006.
3.30 ASTM: Standard Specification for Epoxy-Coated (Galvanized) Reinforcing Steel Bars (A775/
A775M-01), ASTM International, West Conshohocken, PA, 2001.
3.31 ASTM: Standard Specification for Rail-Steel and Axle-Steel Deformed Bars for Concrete
Reinforcement (A996/A996M-06), ASTM International, West Conshohocken, PA, 2006.
3.32 ACI Committee 222 (2001). Protection of Metals in Concrete against Corrosion (ACI 222R-01)
American Concrete Institute, Farmington Hills, MI, p. 41.
3.33 GangaRao, Hota V. S., Taly, N., and Vijay, P. V. (2007). Reinforced Concrete Design with FRP
Composites, CRC Press, Boca Raton, FL.
3.34 ASTM: Standard Specification for Masonry Joint Reinforcement (A951-02), ASTM International,
West Conshohocken, PA, 2002.
3.35 ASTM: Specification for Steel Wire, Deformed, for Concrete Reinforcement (ASTM A496/
A496M-05), ASTM International, West Conshohocken, PA, 2005.
3.36 ASTM: Standard Specification for Steel Welded Wire Reinforcement, Plain, for Concrete
Reinforcement (A185/A185M-06), ASTM International, West Conshohocken, PA, 2006.
3.37 ASTM: Standard Specification for Steel Welded Wire Reinforcement Deformed, for Concrete
Reinforcement (A497/A497M-06), ASTM International, West Conshohocken, PA, 2006.
3.38 WRI (1979). Welded Wire Fabric – Manual of Standard Practice, 3d ed., Wire Reinforcement
Institute, McLean, VA.
3.39 Wolde-Tinse, A. M., Atkinson, R. H., and Hamid, A. A. (1993). “State–of-the-Art: Modulus of
Elasticity,” Proceedings, 6th North American Masonry Conference, Philadelphia, PA, June, pp.
1209–1220; the Masonry Society, Boulder CO.
3.40 Colville, J., Miltenberger, M. A., and Wolde-Tinse A. M. (1993). “Hollow Concrete Masonry
modulus of Elasticity,” Proceedings, 6th North American Masonry Conference, Philadelphia,
PA, June, pp. 1195–1208; the Masonry Society, Boulder CO.
3.41 UBC (1997). Uniform Building Code, Vol. 2, International Conference of Building Officials
(now International Code Council), Whittier, CA.
3.42 Jessop, E. L. (1980). “Moisture, Thermal, Elastic and Creep Properties of Masonry: A State-of-the-
Report,” Proceedings, 2d Canadian Masonry Symposium, Ottawa, Canada, June, pp. 505–520.
3.43 BIA (1995). “Water Resistance of Brick Masonry Materials,” Technical Notes on Brick
Construction, 7A Revised, Brick Institute of America, Reston, VA.
3.44 MacGregor, J. G., and Wight, J. K. (2005). Reinforced Concrete: Menicchas and Design,

Pearson/Prentice-Hall, Upper Saddle River, NJ.
3.45 ASTM: Test Method Linear Drying Shrinkage of Concrete Masonry Units (C426), ASTM
International, West Conshohocken, PA.
3.46 ACI Committee 209 (1982). “Prediction of Creep, Shrinkage and Temperature in Concrete
Structures,” Designing for Creep and Shrinkage in Concrete Structures (SP-76), American
Concrete Institute, Farmington Hills, MI, pp. 193–300.
3.47 Branson, D. E. (1977). “Deformation of Concrete Structures,” McGraw-Hill, New York, pp. 11–27,
44–55.
3.48 Lenczner, D., and Salahuddin, J. (1976). “Creep and Moisture Movements in Masonry Walls and
Piers,” Proceedings, 1st Canadian Masonry Symposium, University of Calgary, Canada, June
1976, pp. 72–86.