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Development of theories for determining failing load for structural members subjected to compression; test results confirm validity of certain concepts; empirical and tangent modulus methods, with specific adaptation to thin shelled reinforced concrete construction; tests lilustrate thin shelled stability characteristics, and confirm use of either method. (See also - discussion v 25 n 4 pt 2 Dec 1953 5 p)
Development of theories for determining failing load for structural members subjected to compression; test results confirm validity of certain concepts; empirical and tangent modulus methods, with specific adaptation to thin shelled reinforced concrete construction; tests lilustrate thin shelled stability characteristics, and confirm use of either method. (See also - discussion v 25 n 4 pt 2 Dec 1953 5 p)
Stability of thin-shelled structures
Am Concrete Inst -- J
Ernst, G.C. (author)
1952
15 pages
Bibliography
Article (Journal)
English
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