... WEBS BUCKLING SHEAR YIELD Proc. Instn. Ciu. Engrs, Part 1,1991, W,June, 521-536 PAPER 9513 STRUCTURBAULILDAINNDG Castellated beams BOARD P. R. KNOWLES, MA, MPhil, MICE, FIHT* The process of castellation was patented in 1939. Applied mainly to rolled sections for use as beams, it has been for many...

...R S MCKENZIE; R B ALLEN © Thomas Telford and ICE 1990 BKS WATER RESOURCES PRETORIA MODERN WATER RESOURCES ASSESSMENT TECHNIQUES RIVERS WATER SUPPLY DEMAND CATCHMENTS ADJACENT YIELD SYSTEMS PLANNING TECHNIQUES METHODS COMPUTERS MODELS RESOURCES SUPPLY ALLOCATION...

... LOADS NUMERICAL EFFECT STIFFENERS IMPERFECTIONS CAPACITY YIELD RIGIDITY SLENDERNESS Proc. lnstnCio. Enyrs, Part 2,1990,89, Mar., 47-65 PAPER 9483 STRUCTURAL ENGGRINOEUEPRING Transversely stiffened girder webs subjected to shear loading-part 1:behaviour K.N. RAHAL, PhD* J. E. HARDING, PhD, DIC...

... TUNNELS DAMS TRANSFER HYDROELECTRICITY POWER PLANNING WATER RESOURCES FORECASTS GEOLOGY HYDROLOGY KAROO KARROO FLOW YIELD STORAGE ROCKFILL ROCKS FILL EMBANKMENTS SANDSTONE BEDROCK ARCHES CONCRETE LESOTHO SOUTH AFRICA AFRICA Proc. Instn Ciu. Engrs, Part 1, 1989,86, June...

...KWJ TREADAWAY; RN COX; BL BROWN; BRE; BS 8110 DURABILITY CORROSION RESISTANCE STEEL CONCRETE EXPOSURE STUDIES PERFORMANCE REINFORCING HIGH EMBEDDED WEATHERING GALVANISED AUSTENITIC STAINLESS GRIT BLAST CLEANED YIELD CEMENT AGGREGATES MIXES CHLORIDE CONCENTRATION IONS...

..., Toronto Since the publication of a much earlier paper by the first Author,* I have followed his recommendations when it has been imperative to control crack widths in concrete members. At that time, the Author postulated that unless the tensile yield capacity of the reinforcement was at least equal...

...PS CHANA BRITISH CEMENT ASSOCIATION ANALYTICAL EXPERIMENTAL STUDIES SHEAR FAILURES REINFORCED CONCRETE BEAMS THEORY DESIGN MECHANISMS EXPERIMENTS BEHAVIOUR MEASUREMENT DOWELS FORCES STRENGTH AXIAL REINFORCEMENT YIELD TENSILE TESTS STABILITY CRACKS MODELS STRESS...

... YIELD STRESS © Thomas Telford and ICE 1988 Proc. Znstn Ciu. Engrs, Part 1,1988,84F,eb., 149-156 9134 DISSCTURSUESNCIOTGUNINREAELRING GROUP Predicting the punchingstrength of conventional slab-column specimens G. I. B. Rankin and A. E. Long D r Rankin and Professor Long In this Paper a method...

...GIB RANKIN; AE LONG PREDICTION PUNCHING STRENGTH SLABS COLUMNS SPECIMENS CONVENTIONAL FAILURES METHODS FLEXURAL SHEAR YIELD REINFORCEMENT CONCRETE CRUSHING CRACKING CAPACITY MOMENTS LINEAR DUCTILITY STRESS TESTS SECTIONS © Thomas Telford and ICE 1987 QUEENS...

...J SZLENDAK; J BRODKA; JA PACKER © Thomas Telford and ICE 1986 STRENGTHENING RECTANGULAR MOMENTS HOLLOW SECTIONS BEHAVIOUR LOADS CONNECTIONS BENDING IN PLANE CHORDS JOINTS STRENGTH STIFFENING THICKNESS STRESS YIELD WALLS WELDING Proc. Instn Cio. Engrs, Part 2...

...EC HAMBLY; CA CARLSEN; JL DOLAN; LG ELLIS © Thomas Telford and ICE 1986 FATIGUE PLATFORMS JACK UP VULNERABILITY LEGS YIELD STRESS ANALYSIS DAMPING FACTORS LIFE DYNAMICS PREDICTION SEA RATIOS STRUCTURES OFFSHORE WAVES RESISTANCE INTERACTION Proc. Instn Ciu. Enyrs...

... SECONDARY TREATMENT FILLING COMMISSIONING YIELD ESTIMATING RECREATION SEEPAGE EMPINGHAM RUTLAND EAST MIDLANDS NENE WELLAND VALLEY WELLAND NENE VALLEY WANSFORD WING NORTHAMPTON UK Proc. Instn Civ. Engrs, Part 1,1985,78, Apr., 219-246 8827 GROUMPANAEGNEGMINENEETRING...

...J SZLENDAK; J BRODKA © Thomas Telford and ICE 1985 BIALYSTOCK UNIVERSITY POLAND MOSTOSTAL WARSAW YIELD BUCKLING STRENGTH JOINTS RECTANGULAR HOLLOW SECTIONS TRUSSES LOADS PREDICTION BRACING MEMBERS MODELS CHORDS AXIAL ANALYSIS THEORY CONFIGURATION ESTIMATING...

... 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...

...A STAMENKOVIC; MJ GARDNER; PA CAMPBELL © Thomas Telford and ICE 1984 ROYAL MELBOURNE INSTITUTE OF TECHNOLOGY EFFECT STRESS RESIDUAL COLUMNS BEHAVIOUR HOT FINISHES FINISHING STEEL STRUCTURAL SECTIONS YIELD STANDARDS STRENGTH VALUE Proc. InstnCiu. Engrs, Part 2,1984,71...

...R HORNE; WR GRAYSON; PA CAMPBELL © Thomas Telford and ICE 1984 ROYAL MELBOURNE INSTITUTE OF TECHNOLOGY ULTIMATE LOADS BEHAVIOUR STIFFENED WEBS PANELS STRESS COMBINED YIELD ROLLED SECTIONS SHEET PANELS Proc. lnstn Civ. Enyrs, Part 2, 1984,11,Sept.,407 DISCUSSION...

...TC LIAUW; KH KWAN; IM MAY; SYA MA; RH WOOD; PAC SIMS © Thomas Telford and ICE 1984 WARWICK UNIVERSITY BUILDING RESEARCH ESTABLISHMENT FILL PLASTIC THEORY INFILLED FRAMES FINITE INTERFACE SHEAR STRENGTH INFILL FORCES EQUILIBRIUM YIELD STRESS PANELS BEAMS COLLAPSE...

... critical loads in shear are evaluated by using approximate formulae derived from a finite element analysis. The membrane stresses are calculated by using the Von Mises yield criterion; the contributionsof the flanges and of the reinforcement are obtained from their plastic moment capacities. The validity...

...), the Authors intendto use the lower bound theorem. This requires that (a)equilibrium is satisfied, (b) the yield criterion is not violated. 28. A valid lower bound, which is based on the Authors' mode 1, is shown in Fig. 17. x l is determined by consideration of equilibrium of the infill. 29. Further...

... STIFFNESS MATRICES CALCULATIONS CRACKING TANGENTS SHORT TERM STRESS CURVES TESTS LIVE STEEL SKEW RESPONSES METHODS BEHAVIOUR PERFORMANCE IN SERVICE YIELD REINFORCEMENT MOMENTS REDISTRIBUTION PERMANENT REPEATED FINITE ELEMENTS CRACKS UNCRACKED EXPERIMENTAL VERIFICATION ESTIMATES...