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Quarterly of Applied Mathematics

Quarterly of Applied Mathematics

Online ISSN 1552-4485; Print ISSN 0033-569X

   
 
 

 

Lower and upper bounds to the ultimate loads of buckled redundant trusses


Author: E. F. Masur
Journal: Quart. Appl. Math. 11 (1954), 385-392
MSC: Primary 73.2X
DOI: https://doi.org/10.1090/qam/61001
MathSciNet review: 61001
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    N. J. Hoff, B. A. Boley, S. V. Nardo, and S. Kaufman, Buckling of rigid-jointed plane trusses, Proc. Separate No. 24, Am. Soc. Civ. Engrs., 6, (1950). B. W. James, Principal effects of axial load on moment-distribution analysis of rigid structures, Techn. Note No. 534, NACA, (1935). E. F. Masur, Post-buckling strength of redundant trusses, Proc. Separate, Am. Soc. Civ. Engrs. (publication pending). H. J. Greenberg and W. Prager, Limit design of beams and frames, Proc. Separate No. 59, Am. Soc. Civ. Engrs., 2, (1951). E. E. Lundquist, Stability of structural members under axial load, Tech. Note No. 617, NACA, (1937). N. J. Hoff, Stable and unstable equilibrium of plane frameworks, J. Aero. Sci. 8, 115 (1941). E. F. Masur, The effect of prestressing on the buckling loads of statically redundant, rigid-jointed trusses, Proc. First U. S. National Congress Appl. Mech., Chicago, Illinois. E. F. Masur, The stability of statically indeterminate, rigid-jointed trusses, Unpublished Thesis, Illinois Institute of Technology, Chicago, Illinois.

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Article copyright: © Copyright 1954 American Mathematical Society