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Keywords: BASIC
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Journal Articles
Proceedings of the Institution of Civil Engineers (1982) 72 (2): 262–264.
Published: 01 May 1982
... by software; there waseven a level of software standardization,although micros depended on the Basic programming language, whichwas not standard. Being easy to use, micros had made it possible to teach more about computing techniques (e.g., data bases, and documentation andcommand-driven programs). Dr Allwood...
Journal Articles
Proceedings of the Institution of Civil Engineers (1980) 68 (3): 463–476.
Published: 01 August 1980
... MICROCOMPUTERS FALSEWORK ESTIMATING TEMPORARY PROGRAMS ANALYSIS PROCEDURE BASIC Proc. Instn Civ. Engrs, Part I , 1980, 6 8 , Aug., 463476 8367 Research inttohaepplicatioonf small computers to thedesign of scaffold falseworks R . H. NEALE, BSc, MSc, MICE, MIOB* J. N. BOLAND, BSc, MSc, MICE? The Paper...
Journal Articles
Proceedings of the Institution of Civil Engineers (1980) 69 (1): 157–174.
Published: 01 March 1980
...RE MELCHERS Proc. Insrn Ciu. Engrs, Part 2, 1980, 69, Mar., 157-174 8321 Service load deflexions in plastic structural design R. E. MELCHERS, PhD, MICE* Theapplication of the plastictheorems oflimit analysistostructuraldesignresults in designproportionedon basic strengthagainstapplied(ultimate...
Journal Articles
Proceedings of the Institution of Civil Engineers (1978) 65 (4): 731–747.
Published: 01 December 1978
...R BURROWS; PIERSON HOLMES; JR MORISON © Thomas Telford and ICE 1978 LIVERPOOL UNIVERSITY SIMPLE NON LINEAR LOADS METHODS PROBABILITY SHORT TERM BASIC VARIABLES KURTOSIS MOMENTS CALCULATIONS VARIATES REDUCTION CLIMATE TECHNIQUES RANDOM DESIGN GRAPHS DISTRIBUTION...
Journal Articles
Proceedings of the Institution of Civil Engineers (1978) 65 (2): 421–429.
Published: 01 June 1978
... method. The Author, however, feels that a closed form solution should also be available to design engineers. Basic equations of equilibrium 2. The complete system of differential equati9ns of equilibrium of a shallow shell in terms of displacements U, v and W in a rectangular co-ordinate system is1 [V V...
Journal Articles
Proceedings of the Institution of Civil Engineers (1977) 63 (3): 673–680.
Published: 01 September 1977
...E INGERSLEV; V FLUGGE ISLAND INTERNATIONAL ENGINEERS © Thomas Telford and ICE 1977 EXTENSIONS COOLING EQUATIONS MOMENTS INTERACTIVE STIFFNESS CALCULATIONS DOMES MEMBRANES TOWERS SHELLS STRESS COMPUTERS COMPENSATION LOADS RECALCULATIONS PROGRAMS ANALYSIS BASIC...
Journal Articles
Proceedings of the Institution of Civil Engineers (1977) 63 (1): 137–158.
Published: 01 March 1977
...JE HARDING; RE HOBBS; BG NEAL © Thomas Telford and ICE 1977 IMPERIAL COLLEGE ELASTOPLASTIC SQUARE IN PLANE DEFLECTION PLATES MULTILAYER EQUATIONS PEAK STRAIN OUT OF PLANE BIAXIAL BASIC PLASTIC PANELS INTERACTION ANALYSIS PLATES FINITE DIFFERENCE THIN RIGIDITY...
Journal Articles
Proceedings of the Institution of Civil Engineers (1973) 55 (1): 109–128.
Published: 01 March 1973
... years there have been many studiesthoef stresses and deflexions incoupledshearwall systems. The problemis basically t o find a suitable representation of the coupling provided by the cross-beams and floor-slabs. Two approaches have been usefdi:rst the substitute frame iwn hich the walls and floors...
Journal Articles
Journal Articles
Proceedings of the Institution of Civil Engineers (1957) 6 (4): 735–757.
Published: 01 April 1957
...L G JAEGER; SIR C E INGLIS © Thomas Telford and ICE 1957 KHARTOUM UNIVERSITY COLLEGE ANALYSIS GRIDS FRAMEWORK NEGLIGIBLE TORSIONAL STIFFNESS BASIC FUNCTIONS THEORY METHODS LOADING DISTRIBUTION COEFFICIENTS LOADS BENDING MOMENTS HARMONIC DEFLECTION SIMPLE SUPPORTS...

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