5340783102

5340783102



15S

SPECIAL METKODS

Direct method of moment distribution, by T. Y. Lin. Proceećings of the A.S.C.E., New York, Dec. 1934, Mar., May, Aug. 1935, Dec. 1956, v. 60-62, p. 1451-61; 425-35; 735-49; 889-91; 1581-87.

Analysis by moment distribution aiaed through use of iteration, by A. Floris. Engineering news-record, New York, June 25, 1936, v. 116, p. 222.

The Method of successive ir.crements and its application to profclems of rigio frame structures, by H. Yu. Wuchang,

China, National V/uhan university press, 1938.    77 p. diagrs.,

tables. (Reylew Engineering, London, Jan. 21, 1958, v. 145, no. 3758, p. 79)

A Distribution method of stress analysis, by J.F. Baker and A.J. Ockleston. London, H.M. Stat. off., 1935. .75 p. illus., tables. (A.R.C. R. & M. no. 1667) (Abstract Mechanical engineering, New York, Apr. 8, 1936, v. 58, p. 247-48)

Principal effects of axial load on moment-distribution analysis of rigid structures, by B. V/. James. Washington, 1935.

46 p. diagrs., illus., tables. (N.A.C.A. Technical notes no. 534)

A Successive approximation method of solving the continuous beam problem, by D. Williams. London, H.?4. Stat. off., 1955.

21 p. illus. (A.R.C. R. & M. no. 1670)

Application of the Hardy Cross method of moment distribution,

by H. A. Williams. Transąctions of the A.S.M.E., New York, 1934, v. 56, p. 305-19.

Moment distribution method for solving continuous framev;orks,

by E.F. Bruhn. Aviation engineering, New York, Mar. 1933, v. 8, p. 5-8. illus., tables.

The Analysis of continuous frames by distributing fixed-end nom-ents, by Hardy Cross. Proceedings of the A.5.C.E., New York, May, Sep., Oct., Nov. 1930, Jan., Feb., Mar., May., Sep.,

Nov. 1931, Jan., Mar., Apr., May 1932, v. 56-58.

Cross1 method applied tc secondary stresses (analysis of 150 ft. truss by determining fixed-end momants from Williot alagrams and adjusting these raoments by method of H. Cross), by F-P. Witmer. Engineering news-record, New York, Jan. 28, 1932, v. 108, no. 4, p. 132-55. diagrs.

Strućtural analysis based on the moment distribution method of

Cross, by T.D. Mylrea. Procecćings of the Engineers society of Western Pennsylvania, Pittsburgh, Pa., Nov. 1931, v. 47, p. 405-36.



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