William Henry Warren,
19. The strength and elasticity of ironbark timber as applied to works of construction.
Journal and Proceedings of the Royal Society of New South Wales 20: 261-277, 1886.W. H. Warren,
7. Autographic stress-strain apparatus.
Journal and Proceedings of the Royal Society of New South Wales 21: 74-76, 1887.W. H. Warren,
11. Description of the autographic stress-strain apparatus used in connection with the testing machine at the University of Sydney, for recording the results of testing the strength and elasticity of materials in cross-breaking, compression and tension
Journal and Proceedings of the Royal Society of New South Wales 22: 253-256, 1888.W. H. Warren,
10. Some applications of the results of testing Australian timbers to the design and construction of timber structures.
Journal and Proceedings of the Royal Society of New South Wales 24: 129-162, 1890.W. H. Warren,
1. Presldent's address.
Journal and Proceedings of the Royal Society of New South Wales 27: 1-53, 1893.W. H. Warren
19. Annual address to the Engineering Section.
Journal and Proceedings of the Royal Society of New South Wales 30: I-XXXI, 1896.W. H. Warren,
5. Apparatus for ascertaining the minute strains which occur in materials when stressed within the elastic limit.
Journal and Proceedings of the Royal Society of New South Wales 31: 89-94, 1897.W. H. Warren and S. H. Barraclough
17. The effect of temperature on the tensile and compressive properties of copper.
Journal and Proceedings of the Royal Society of New South Wales 31: 281-295, 1897.W. H. Warren,
24. The unification of the methods of testing materials used in construction, and the precautions necessary in the accurate determinations of the various coefficients of strength and elasticity.
Journal and Proceedings of the Royal Society of New South Wales 31: XIII-LV, 1897.W. H. Warren and S. H. Barraclough,
8. Some physical properties of nickel steel.
Journal and Proceedings of the Royal Society of New South Wales 32: 150-168, 1898.W. H. Warren,
23. A testing machine for equal alternating stresses.
Journal and Proceedings of the Royal Society of New South Wales 32: CXXIX-CXXXI, 1898.W. H. Warren and S. H. Barraclough,
21. Experimental investigation on the strength of brickwork when subjected to compressive and transverse stresses.
Journal and Proceedings of the Royal Society of New South Wales 34: LXIII-XC, 1900.W. H. Warren,
22. The strength of concrete.
Journal and Proceedings of the Royal Society of New South Wales 35: XXIII-XXXIX, 1901.W. H. Warren
13. Investigation in regard to the comparative strength and elasticity of Portland cement mortar and concrete when reinforced with steel rods and when not reinforced.
Journal and Proceedings of the Royal Society of New South Wales 36: 290-313, 1902.W. H. Warren,
1. Presidential address.
Journal and Proceedings of the Royal Society of New South Wales 37: 1-58, 1903.W. H. Warren,
8. Further experiments on the strength and elasticity of reinforced concrete.
Journal and Proceedings of the Royal Society of New South Wales 38: 140-190, 1904.W. H. Warren,
7. Reinforced concrete, Paper III.
Journal and Proceedings of the Royal Society of New South Wales 39: 49-64, 1905.W. H. Warren,
32. Sand blast tests of New South Wales timbers,
Journal and Proceedings of the Royal Society of New South Wales 44: 620-630, 1910.