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Submissions from 1937

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The modular ratio in reinforced concrete design (manuscript). A.K.A: the modular ratio - a new method of design omitting n. Concrete and constructional engineering, (England), July 1937, Reprint No. 41 ( 37-4), Inge Lyse

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Plastic flow in reinforced concrete beams, 1937, I. Lyse and G. R. Wernisch

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Behavior of stationiry wire ropes in tension and bending, Trans. ASCE, Vol. 102 (1937), pp. 606-650, Reprint No. 9 (37-1), D. M. Stewart

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Bond studies of different types of reinforcing bars, M. S. Thesis, Lehigh University, 1937, G. R. Wernisch

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Bond studies of different types of reinforcing bars, Proc. AC1, Vol. 34 (1937), Reprint No. 17 (37-8), G. R. Wernisch

Submissions from 1936

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A study of transmission towers, M. S. Thesis, Lehigh University, 1936, F. L. Ehasz

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Discussion on structural beams in torsion, by Lyse, I. and Ehasz, F.L., F. L. Ehasz

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Progress report on welded beam-column connections, 1936, G. J. Gibson

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Transmission tower test, 1936, H. J. Godfrey

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Progress report - two-way reinforced concrete slab investigation, 1936, G. W. Langmus

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Welded girders with inclined stiffeners, B. S. Thesis, Lehigh University, 1936, W. F. Lotz

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Volume changes in concrete, Concrete, Vol. 44 (1936), p. 10, Reprint No. 38 (36-2), I. Lyse

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Welded beam-column connections, Welding Journal, Vol. 15, (1936), I. Lyse and G. J. Gibson

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Structural beams in torsion, Trans. ASCE, Vol. 101 (1936) p. 857, Reprint No. 8 (36-1), I. Lyse and B. G. Johnston

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Second progress report on structural behavior of battledeck floor systems, 1936, I. Lyse and I. E. Madsen

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Concrete slabs reinforced with low and high yield point steels, 1936, I. Lyse and G. R. Wernisch

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The failure of stationary wire ropes in tension and bending, M. S. Thesis, Lehigh University, 1936, I. E. Madsen

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Program for research vierendeel trusses, Oct. 9, 1936, G. D. Mylchreest

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Summary of long-time beam tests, 1936, G. R. Wernisch

Submissions from 1935

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A manual on photoelasticity, 1935, F. L. Ehasz

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Effect of size and shape of structural members on torsional behavior, 1935, F. L. Ehasz

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Torsional rigidity of structural sections, Civil Engineering, Vol. 5, (1935), p. 698, B. G. Johnston

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Abstract of "shrinkage of concrete", 1935, I. Lyse

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Advantages of welding in continuous structures, Welding Journal, Vol. 14 (1935), Reprint No. 12 (35-5), I. Lyse

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Compressive strength of concrete, Report of Significance of Tests of Concrete and Concrete Aggregates, ASTM Special Technical Bulletin 22, 1935, Reprint No. 40 (33-11), I. Lyse

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Effect of brand and type of cement on strength and durability of concrete, Proc. AC1, Vol. 31 (1935),p. 247, Reprint No. 36(35-7), I. Lyse

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Reinforced brick columns at Lehigh University, ENR, Vol. 110 (1935), p. 345, Reprint No. 21(33-5), I. Lyse

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Shrinkage of concrete, Proc. ASTM, Vol. 35 (1935), p. 383, Reprint No. 37 (35-8), I. Lyse

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Investigation of web buckling in steel beams, Trans. ASCE, Vol. 100 (1935), p. 675, Reprint No. 5 (33-3), I. Lyse and H. J. Godfrey

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First progress report on structural behavior of battledeck floor systems, 1935, I. Lyse and I. E. Madsen

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An investigation of welded seat angle connections, Welding Journal, Vol. 14 (1935), Reprint No. 10 (35-3), I. Lyse and N. G. Schreiner

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A photoelastic study of bending in welded seat angle connections, Welding Journal, Vol. 14 (1935), Reprint No. 7 (35-2), I. Lyse and D. M. Stewart

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Discussion of stresses at a crack, size of the crack, and the bending of reinforced concrete, by Westergaard, H. M., Proc. AC1, Vol. 31 (1935), p. 87, I. Lyse and D. M. Stewart

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The behavior of fillet welds when subjected to bending stresses, M. S. Thesis, Lehigh University, 1935, N. G. Schreiner

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The bheavior of fillet welds when subjected to bending stresses, Welding Journal, Vol. 14 (1935), Reprint No. 11(35-4), N. G. Schreiner

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The behavior of stationary wire ropes in tension and bending, M. S. Thesis, Lehigh University, 1935, D. M. Stewart

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Cement-water ratio--a simpler method, Concrete, Dec. 1935, G. R. Wernisch

Submissions from 1934

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Strength and durability of different cements, M. S. Thesis, Lehigh University, 1934, H. D. Comins

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Progress report on torsional investigation of structural sections, 1934, B. G. Johnston

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Reinforced brick columns, ENR, Vol. 112 (1934), p. 12, Reprint No. 24 (34-2), I. Lyse

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The behavior of a composite member consisting partly of an elastic and partly of a semi-plastic material, Fourth International Congress for Applied Mechanics, Cambridge, England, 1934, I. Lyse

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Structural beams in torsion, 1934, I. Lyse and B. G. Johnston

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Effect of size and shape of test specimen upon the observed physical properties of structural steel, Proc. ASTM, Vol. 34 (1934), p. 202, Reprint No. 35(34-5), I. Lyse and C. C. Keyser

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First preliminary report on the investigation of welded seat angle connections, 1934, I. Lyse and N. G. Schreiner

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First progress report on seat angle research, 1934, N. G. Schreiner

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Program and specifications for seat angle research, 1934, N. G. Schreiner

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Proposed program for seat angle research, Norman G. Schreiner

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First progress report of seat angle investigation by photo-elastic methods, 1934, D. M. Stewart

Submissions from 1933

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The physical properties of structural and alloy steels, M. S. Thesis, Lehigh University, 1933, H. J. Godfrey

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Studies of concrete giving qualities of ten different aggregates, 1933, J. M. Holme

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Fifth progress report on column tests at Lehigh University, Proc. AC1, Vol. 29 (1933), p. 433, Reprint No. 20(33-4), I. Lyse

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Relation between quality and economy of concrete, Proc. AC1, Vol. 29 (1933), p. 325, Reprint No. 33(33-9), I. Lyse

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Testing machine capability doubled by special loading, ENR, Vol. 111 (1933), p. 248, Reprint No. 22(33-6), I. Lyse

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Tests of reinforced brick columns, Journal of American Ceramic Society, Vol. 16 (1933), pp. 584-597, Reprint No. 23 (33-7), I. Lyse

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Tests of reinforced concrete columns, Civil Engineering, Vol. 3 (1933), p. 366-368, Reprint No. 34 (33-10), I. Lyse

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Investigation of web buckling in steel beams, 1933, I. Lyse and H. J. Godfrey

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Shearing properties and poisson's ratio of structural and alloy steels, Proc. ASTM, Vol. 33 (1933), p. 274, Reprint No. 3 (33-2), I. Lyse and H. J. Godfrey

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Web crippling of steel beams, June 1933, I. Lyse and H. J. Godfrey

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A study of the analysis of fresh concrete with the Dunagan Buoyancy Apparatus, Proc. ASTM, Vol. 33 (1933), p. 297, Reprint No. 2 (33-1), H. R. Nettles and J. M. Holme

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Hale sutherland correspondence and other material relating to fritz engineering laboratory expansion, 1933, Hale Sutherland

Submissions from 1932

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Specifications for universal testing machines - david taylor model basin (600,000 lbs.), 1932, Fritz Lab

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Shear tests on reinforced concrete beams, 1932, J. Gibbons and D. B. Stabler

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Shear tests on reinforced concrete beams, M. S. Thesis, Lehigh University, 1932, J. Gibbons and D. B. Stabler

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Progress report on columns included in series 4, 1932, C. L. Kreidler

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Tests of reinforced concrete columns subjected to large percentages of their ultimate loads for long periods of time, M. S. Thesis, Lehigh University, 1932, C. L. Kreidler

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Tests on consistency and strength of concrete having constant water content, Proc. ASTM, Vol. 32 (1932), p. 629, Reprint No. 32 (32-7), I. Lyse

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Visualizing concrete economy in terms of strength, ENR, Vol. 109 (1932), p. 109, Reprint No. 31 (32-6.), I. Lyse

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Third progress report on column tests at Lehigh University, Proc. AC1 Vol. 28 (1932), p. 159, Reprint No. 18 (32-2), W. A. Slater and I. Lyse

Submissions from 1931

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Report on dunagan's buoyancy apparatus, 1931, J. M. Holme

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Cement-water ratio by weight proposed for designing concrete mixes, ENR, Vol. 107 (1931), p. 723, Reprint No. 29 (31-5), I. Lyse

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Notes on input and output measurement in permeability tests, 1931, G. W. Parkison

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The effects of clay on the compressive strength, permeability and durability of concrete, M. S. Thesis, Lehigh University, 1931, G. W. Parkison

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First progress report on column tests at Lehigh University, Proc. AC1, Vol. 27, (1931), p. 677 (31-1), W. A. Slater and I. Lyse

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Second progress report on column tests made at Lehigh University, Proc. AC1, Vol. 27, (1931), p. 791 (31-6), W. A. Slater and I. Lyse

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Compressive strength of concrete in flexure as determined from tests of reinforced beams, Abstract., W. A. Slater and Inge Lyse

Submissions from 1930

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Abstracts of american reports on reinforced concrete column investigations, 1930, I. Lyse

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Abstracts of european reports on reinforced column investigations, 1930, I. Lyse

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Progress report on effect of a clay admixture on concrete, 1930, G. W. Parkison

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Two and one-half years of research at Lehigh University Given before Lehigh University Chapter of Sigma Xi, November 25, 1930, W. A. Slater

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Tests of riveted and welded steel columns, 1930, W. A. Slater and M. O. Fuller

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Compressive strength of concrete in flexure as determined from tests of reinforced beams, Proc. ACI, Vol. 26 (1930), P. 883, W. A. Slater and I. Lyse

Submissions from 1921

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Tests of physical and electrical properties of slate, 1921, M. O. Fuller

Submissions from 1912

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The autobiography of john fritz (selected pages), John Fritz