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Keywords: RECENT
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Journal Articles
RECENT RESEARCH IN REINFORCED CONCRETE, AND ITS APPLICATION TO DESIGN. STRUCTURAL PAPER NO 26. (INCLUDES PHOTOGRAPHS).
Available to Purchase
Journal of the Institution of Civil Engineers (1951) 35 (4): 262–298.
Published: 01 February 1951
.... Final results will be given in an Addendum to the Paper. A new method of testing is described, in which a machine referred to as a bending-simulation machine, is used to obtain the fundamental stress-strain data required for calculations within the plastic range. 262 BAKER ON RECENT RESEARCH I N...
Journal Articles
A L L BAKER, G WILSON, F G THOMAS, J W RODERICK, F WALLEY, J F BAKER, R S JENKINS, J M PRENTIS, K HAJNAL KONYI, W E J BUDGEN, G P MANNING, A C VIVIAN, K A EVERARD, M R HORNE, E H BATEMAN, J A DERRINGTON
Journal of the Institution of Civil Engineers (1951) 35 (4): 298–329.
Published: 01 February 1951
... that point Dr Roderick described what happened in the case of simple beams of rolled steel joist. Figs 26 had been derived from information obtained from recent tests and showedthe relationshipbetween momentof resistance and extreme fibre strain for an 8-inch-by-4-inch rolled steel section. In the case...
Journal Articles
CORRESPONDENCE. A REVIEW OF RECENT INVESTIGATIONS INTO THE BEHAVIOUR OF STEEL FRAMES IN THE PLASTIC RANGE.
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Journal of the Institution of Civil Engineers (1949) 32 (Supplement 8): 540–542.
Published: 01 October 1949
...J F BAKER; D LEE; B F NEAL © 1949 Thomas Telford Ltd 1949 RECENT INVESTIGATIONS BEHAVIOUR STEEL FRAMES PLASTIC RANGE LOADS 540 CORRESPONDENCEON A REVIEW OF RECENT INVESTIGATIONS CORRESPONDENCE ON PAPERSPUBLISHED IN JANUARY 1949 JOURNAL. Paper No. 5702. 11 A Review of Recent...
Journal Articles
Journal of the Institution of Civil Engineers (1949) 32 (5): 110.
Published: 01 March 1949
...J F BAKER; F A PARTRIDGE © Thomas Telford Ltd 1949 RECENT INVESTIGATIONS BEHAVIOUR STEEL FRAMES PLASTIC RANGE 110 CORRIGENDA. CORRIGENDA. December, 1948 Journal (Paper No. 5653-Boorman) :p. 103, equation ( 5 ) should read : p. 106, line 16 ; for Fig. 5 read Fig. 3. p. 107...
