...B S CHOO; M G COUTIE; N G GONG © Thomas Telford and ICE 1991 NOTTINGHAM UNIVERSITY BRITISH RAIL RESEARCH FINITE ELEMENTS ANALYSIS MASONRY ARCHES BRIDGES ELEMENTS DEVELOPMENT BEAMS MODELS SIMULATION BEHAVIOUR LOADING COLLAPSE SOLUTIONS CRACKS LOADS INCREMENT...

...ESAR NASR; A D EDWARDS Proc. Instn Cio. Engrs, Part 2, 1991, 91, Mar., 89-111 STRAUNC9DT67U5PRAAPLER BBUOIALDRDING A limit analysis of lateral bucklingof slender concrete beams EL-S. A. R. NASR, BSc, MSc, PhD* A. D. EDWARDS, BSc(Eng),PhD, DIC, FICE,FRSEt An incremental analysis of concrete beams...

... blocks of eight flats. The compressibility and consolidation characteristics of the peat deposit were determined from a series of single increment vertical consolidation tests on 250 mm dia. by 80 mm thick undisturbed samples, the increments being maintained for up to 18 months to define the long-term...

... element idealization of the shell.The results show that in the shell with full vertical cracks, significant redistribution of stresses occurs after yieldof the circumferential reinforcement. Bending stresses become high for further increments in the load, and eventually produce yield of the meridional...

...MA CRISFIELD; IVANOV; NEWTON; TRRL; RAPHSON © Thomas Telford and ICE 1980 TRANSPORT AND ROAD RESEARCH LABORATORY TRRL AUTOMATIC PLATES SHALLOW METHODS ACCELERATED STRESS CURVATURE INCREMENT ITERATIVE UNIAXIAL BOX THEORY PROGRAMS STEEL ITERATION NON LINEAR STIFFENED...

...DH LEE © Thomas Telford and ICE 1973 DONOVAN H LEE IMPACT CONCRETE DURABILITY STEEL SPEED STRENGTHENING DECKS MAGNITUDE SHEAR INCREMENT FATIGUE RAILWAYS RESISTANCE CURVES STRESS PRESTRESSING SLABS STRENGTH FORCES PRESTRESSED BRIDGES FACTORS RAILS CODES...

...PW ROWE; BOUSSINESQ; BS 5950 © Thomas Telford and ICE 1970 MANCHESTER UNIVERSITY DAMS DISPLACEMENT TESTS EARTH FOUNDATIONS GEOLOGY PORE INCREMENT STRESS FORMULAE SHEAR PATH SHOULDERS LONG TERM PROPERTIES COEFFICIENTS EMBANKMENTS SITE INVESTIGATION SOFT DRAINAGE...

...J E SPINDEL; J K BUCKNALL © Thomas Telford and ICE 1968 DESIGN BRIDGES STANDARD STANDARDISATION SPANS RAILWAYS INCREMENT 11 January 1968 INFORMAL DISCUSSION The design and standardization of railway bridges introduced by J. E. Spindel, PhD, BSc, AMICE and J. K. Bucknall, AMICE...

...A C CASSEL; P J KINSEY; D J SEFTON; W L WOOD © Thomas Telford and ICE 1968 READING UNIVERSITY CYLINDRICAL DYNAMICS OPTIMUM INCREMENT SOLUTIONS STRAIN SHELLS RELAXATION VALUE DAMPING EQUATIONS ANALYSIS METHODS TIME FACTORS STRESS 7033 DISCUSSION Cylindrical shell...

... PLATES ACOUSTICS STRAIN GAUGES INSTRUMENTATION LIVE LOADS TESTS STRESS AXIAL BENDING MOMENTS SHRINKAGE PROPERTIES EXTERNAL MEMBERS INTERNAL MEASUREMENT INCREMENT CALCULATIONS CASTELLATED T BEAMS PORTAL FRAMES SPINE FREE ACTION MAIN HISTORY LONDON UK tteni...

... ANALYSIS STRESS RECORDING LOADING INCREMENT DYNAMICS LOADS VARIATIONS DISTRIBUTION GIRDERS RIGID JOINTS ECONOMICS SPEED RESTRICTIONS PROCEDURE IMPACT EFFECT SAFETY ASSESSMENT MODES FAILURES CORROSION ESTIMATING FUTURE LIFE LOCOMOTIVES Paper No. 6702 FACTORS GOVERNING...