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Keywords: MODES
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M R HORNE, R M HAYTHORNTHWAITE, P S SYMONDS, R G ROBERTSON, R W STEED, B G NEAL, A L L BAKER, H PARLAND
Journal of the Institution of Civil Engineers (1950) 34 (Supplement 8): 393–409.
Published: 01 June 1950
... that theproof given for proposi- tion 3 (p. 175 m t e ) seemed to demonstrate incidentallythat there was only one possible mode of failure for any framework subjected to a particular load system. This might not be true in general, as he wouldshow. The alternative argument set out below might be of interest...
