...M Z COHN; Z LOUNIS; BS 8110 © Thomas Telford and ICE 1991 WATERLOO UNIVERSITY DEFLECTION CONTROL NON LINEAR DESIGN CONTINUOUS CONCRETE BEAMS SIMPLIFIED METHODS LIMIT STATE LIMIT EQUILIBRIUM LOWER BOUNDS COLLAPSE LOADS FACTORS PLASTIC HINGES MOMENTS ELASTIC...

...HM HAYDL; RG CHARLWOOD; AN SHERBOURNE © Thomas Telford and ICE 1978 ACRES CONSULTING TORONTO WATERLOO UNIVERSITY BUCKLING BENDING RING STRESS DUST DESIGN BEAMS CURVES SPACING CYLINDRICAL LARGE STIFFENED FORMULAE UPPER BOUNDS COMPRESSIVE GEOMETRY THEORY ANALYSIS...

...SK GHOSH; M SARGIN; VK HANDA © Thomas Telford and ICE 1971 WATERLOO UNIVERSITY EFFECTIVE CONCRETE LOADS COVERS COMPRESSION CARRYING REINFORCED MEMBERS CAPACITY 7352 SYNOPSIS The effectiveness of cover in reinforced concretecompression members S. K. GHOSH, BE. MASc.AMASCE...

...GM MCNEICE; KO KEMP © Thomas Telford and ICE 1969 WATERLOO UNIVERSITY UNIVERSITY COLLEGE LONDON FINITE ELEMENTS SOLUTIONS SLABS DISTRIBUTION TECHNIQUES FIELDS UNIQUE REINFORCED SQUARE LOADS COLLAPSE UPPER BOUNDS LIMIT ANALYSIS CONCRETE UNIFORM ELASTIC PLASTIC STRESS...

..., October 1962, pp. 234-245. The Paper, which was originally received in October 1962, and in abridged form on 9 March, 1963, is accompanied by eight sheets of drawings, from which the Figures in the text have been prepared. © Thomas Telford and ICE 1965 WATERLOO UNIVERSITY OPTIMUM LIMITS...