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A platform for research: civil engineering, architecture and urbanism
Critical loads of plane frames
Formula for critical load of fixed-base multistory single-bay frame, with various levels, is derived; unit horizontal forces are applied at level of each beam to obtain approximation to deflected shape at neutral equilibrium; by assuming points of contraflexure to occur at middle of each bar of structure, corresponding bending-moment diagram can be drawn directly.
Critical loads of plane frames
Formula for critical load of fixed-base multistory single-bay frame, with various levels, is derived; unit horizontal forces are applied at level of each beam to obtain approximation to deflected shape at neutral equilibrium; by assuming points of contraflexure to occur at middle of each bar of structure, corresponding bending-moment diagram can be drawn directly.
Critical loads of plane frames
Concrete Constr Eng
Appeltauer, J.W. (author) / Barta, T.A. (author)
1964
4 pages
Article (Journal)
English
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