A platform for research: civil engineering, architecture and urbanism
Progress report of the special committee on steel column research
Relation of strength of relatively short columns to elastic properties of metal; tabular data on relation of strength of short columns to yield point of metal; mill and laboratory tests for elastic limit; comparison of tensile and compressive useful limit points; results of tests on columns of all lengths and showing integral action; effect of various details of strength of columns. (See also - discussion in no. 9, Nov. 1926, pp. 1889-1892)
Progress report of the special committee on steel column research
Relation of strength of relatively short columns to elastic properties of metal; tabular data on relation of strength of short columns to yield point of metal; mill and laboratory tests for elastic limit; comparison of tensile and compressive useful limit points; results of tests on columns of all lengths and showing integral action; effect of various details of strength of columns. (See also - discussion in no. 9, Nov. 1926, pp. 1889-1892)
Progress report of the special committee on steel column research
Am. Soc. Civ. Engrs. -- Proc
1926
64 pages
17 Figs.
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Research. Progress report of the special committee on steel column research
Engineering Index Backfile | 1929