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REFERENCES 1. Slater, W. A., "The Testing of Reinforced Concrete Buildings under Load," Proceedings ACI, V. 9, 1913, p. l82. 2. Westergaard, H. M., and Slater, W. A., "Moments and Stresses i n Slabs," Proceedings A C I , Vol. 17, 1921, pp. i+15-538. 3. Ockleston, A. J., Scott, I . R., and Liebenburg, A. C, "General Report on Tests on the Old Dental Hospital, Johannesburg; The Determination of the Properties of Materials from the Old Dental Hospital; The Effect of Floors and Walls on the Behavior of Reinforcement Concrete Frame- works Subject to Horizontal Loading; Load Tests on Stairways of a Reinforced Concrete Building i n Johannesburg;" The Concrete Association, South A f r i c a , Paper No. 1-k, l 6 , 17, 20, 26 pp. (1956); Structural Engineer (London) 33 (lO) 305-323, (October 1955). h. Ockleston, A. J., "Loading Tests on a Large Reinforced Concrete Slab Spanning i n One Direction," The Concrete Association, South A f r i c a , Paper No. 5, Ì+3 PP. (1957). 5. Ockleston, A. J., "Loading Tests on a Large Reinforced Concrete Slab Spanning i n Two Directions," The Concrete Association, South A f r i c a , Paper No. 6, k3 pp. (1958); Structural Engineer (London) 33 (lO) 305-323, (October 1955). 6. Read, J. B., "Testing to Destruction of Full-Size Portal Frames," Technical Report TRA/390, Cement and Concrete Association, August 1965, 33 p. 7. Nielsen, N. N., and Wiss, J. F., "Dynamic Testing of Chimes Tower" (New York World's Fair I966), to be published. 8. Raths, C. H., Scott, N. L., and Janney, J. R., " F u l l Scale Tests t o Failure - Bourbon Street" (New York World's F a i r ) , t o be published. 9. Magura, D. D., and Corley, W. G., "Techniques f o r Tests of a M u l t i - panel Waffle Slab - I96I+-65 New York World's Fair," to be published. 10. ASTM Standards, "Standard Method of Obtaining and Testing D r i l l e d Cores and Sawed Beams of Concrete (ASTM Ch2-6h)Part 10, 31-3^, (October I966). 11. Gaynor, R. D., "Effect of Horizontal Reinforcing Steel on the Strength of Molded Cylinders," Journal of the American Concrete I n s t i t u t e , Proceedings Vol. 62, No. 7, 837-8UO (July, I965). 12. "Building Code Requirements for Reinforced Concrete Structures (ACI 318-56)," ACI Committee 318, American Concrete I n s t i t u t e , D e t r o i t , Michigan, May I963, 73 PP. 117
1 3 . Hognestad, E., Hanson, N. W., K r i z , L. B., and K i i r v i t s , 0 . A., " F a c i l i t i e s and Test Methods of the PCA S t r u c t u r a l Laboratory," Jovirnal of the Portland Cement Association, Research and Development Laboratories, Vol. 1, No. 1, January 1959, PP- 12-20 and kO-kki Vol. 1, No. 2 , May 1959, pp. 30-37; Vol. 1, No. 3f September 1959, PP- 35-'+l, PCA Development Department B u l l e t i n D33. ik. Shedd, T. C, and Vawter, J., Theory of Simple Structures, 2nd E d i t i o n , John Wiley and Sons, New York, 1959* 15 . Vanderbilt, M. D., Sozen, M. A., and Siess, C. P., "Deflections of Multiple-Panel Reinforced Concrete Floor Slabs," Journal of the S t r u c t u r a l Division,Proceedings of the American Society of C i v i l Engineers, Vol. 9 I , No. STU, 77-IOI (August, I 9 6 5 ) ; Discussion by M. P. van Buren, Journal of the S t r u c t u r a l D i v i s i o n , ASCE, Vol. 92, No. STl, 500-501 (Feb., 1966); Closure by Vanderbilt, M. D., Sozen, M. A., and Siess, CP., Journal of the Stru c t u r a l D i v i s i o n , ASCE, Vol. 92, No. ST3, 257-258, (June, I 9 6 6 ) . 16 . Timoshenko, S. P., and Woinowsky-Krieger, S., "Theory of Plates and Shells," McGraw-Hill Publishing Co., Inc., New York, N. Y., 1959- 17 . Corley, W. G., Sozen, M.'A., and Siess, C. P., "The Equivalent Frame Analysis f o r Reinforced Concrete Slabs," C i v i l Engineering Studies, S t r u c t u r a l Research Series No. 2 l 8 , University of I l l i n o i s , Urbana, I l l i n o i s (June I 9 6 1 ) . 18 . J i r s a , J. 0 . , Sozen, M. A., and Siess, C. P., "The Effects of Pattern Loadings on Reinforced Concrete Floor Slabs," C i v i l Engineering Studies, S t r u c t u r a l Research Series No. 269, University of I l l i n o i s , Urbana, I l l i n o i s (July 1963). 19 . Moe, J., "Shearing Strength of Reinforced Concrete Slabs and Footings Under Concentrated Loads," Development Department B u l l e t i n DU7, Port- land Cement Association, Research and Development Laboratories, Skokie, I l l i n o i s , ( A p r i l I 9 6 1 ) , 130 pp. 20. "Building Code Requirements f o r Reinforced Concrete Structures (ACI 318-63) ," ACI Committee 318, American Concrete I n s t i t u t e , D e t r o i t , Michigan, June I963 , ihk pp. 21. "Commentary on Building Code Requirements f o r Reinforced Concrete (ACI 318-63) ," Report of ACI Committee 318, Standard Building Code, American Concrete I n s t i t u t e Publication SP-10, ( I 9 6 5 ) , 91 pp. 22. Ingerslev, A., "The Strength of Rectangular Slabs," Journal of the I n s t i t u t e of S t r u c t u r a l Engineers, Vol. 1, p. 3 , London (1923) . 23 . Johansen, K. W., "Yield-Line Theory," English E d i t i o n , Cement and Concrete Association, London, I 8 I pp. ( I 9 6 2 ) . 118
