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40 Analysis of Rigid Frame Concrete Bridges
BIBLIOGRAPHY (Continued)9— "Rigid Frames in Concrete Bridge Construction," A. G. Hayden, Engineering News-
Record, April 29, 1926, pp. 686-689; Engineering News-Record, August 12, 1926,
p. 273.
10— "The Essentials of Rigid Frame Design," E. H. Harder, Concrete, October, 1927,
pp. 13-15; Concrete, November, 1927, pp. 43-45; Concrete, December, 1927, pp.37-42.
11— "Rigid-Frame Solid-Section Design Applied to Skew Bridges," A. G. Hayden,Engineering News-Record, December 1, 1927, pp. 867-869.
12— "Rigid Frame Bridge Construction by the Westchester County Park Commission,"A. G. Hayden, The Municipal Eng. Jl., Sec. Quarterly Issue, 1928.
13—"Tests of the Effect of Brackets in Reinforced Concrete Rigid Frames," F. E.Richart, Bur. of Stds. Jl. of Research, August, 1928, pp. 189-253.
14—"Continuity as a Factor in Reinforced Concrete Design," Hardy Cross, Proc.A. C. /., 1929, pp. 669-711.
15—"Simplified Rigid Frame Design," Hardy Cross, Jl. A. C. I., December, 1929,
pp. 170-183.
16— "Cost Economies in Concrete Bridges," C. B. McCulIough, Proc. 10th Annual Meeting of the Highway Research Board, 1930, pp. 281-323.
17— "The Column Analogy," Hardy Cross, Bulletin 215, Univ. of 111., Eng. Exp. Sta.,1930.
18—"Design of a Reinforced Concrete Skew Arch," B. L. Weiner, Proc. A. S. C. E.,January, 1931, pp. 3-112.
19—"Rigid Frame Bridge of 101-ft. Span at San Antonio," J. W. Beretta, EngineeringNews-Record, June 25, 1931, pp. 1048-1049.
20— "Long Rigid Frame Bridge Erected by Cantilever Method," R. Schjodt, EngineeringNews-Record, August 6, 1931, pp. 208-209.
21— "The Rigid-Frame Bridge," A. G. Hayden, published by John Wiley & Sons,New York, 1931.
22—"Analysis of Continuous Frames by Distributing Fixed End Moments," HardyCross, Trans. A. S. C. E., Vol. 96, pp. 1-156.
23— "Unique Three-Span Rigid Frame Bridge," J. W. Beretta, Civil Engineering,May, 1932, pp. 309-311.
24—"Continuous Frames of Reinforced Concrete," Cross and Morgan, published byJohn Wiley and Sons, 1932.
25 —"Rigid Frames and Continuous Concrete Spans," J. W. Beretta, Civil Engineering,September, 1932, pp. 557-562.
26— "The Modified Slope-Deflection Equations," L. T. Evans, Proc. A. C. I., 1932,pp. 109-130.
27— "Design of Continuous Frames Having Variable Moment of Inertia," Thor Ger-mundsson, Civil Engineering, October, 1932, pp. 647-648.
28— "Ten Years of Achievement with Rigid-Frame Bridges," Engineering News-Record,April 27, 1933, pp. 531-533.
29— "New Developments in Grade Separation Structures," Charles P. Disney, Jl.Western Society of Engineers, April, 1934, pp. 17-25.
30—"Analysis of Continuous Frames by the Method of Restraining Stiffnesses," E. B.Russell, published by Ellison and Russell, San Francisco, Calif., 1934.
31—"Recommendations for the Design in Reinforced Concrete of Rigid-FrameBridges without Skew," Proc. American Railway Engineering Association,Vol. 37, 1936, pp. 634-639.
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