... 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...

... the deflexion of the stiffener and the peak capacity of the stiffened plate. Variation in material yield stress is also considered. The results demonstrate theway in whichpanel capacity varies with stiffener size for a full range of geometries, and concludes that stiffener bending rigidity is the major design...

... (4 phase 3-Tsoelike dam, water pumpedto Mashai. Table 1gives the yields and planned completiondates. The treaty between Lesotho and the RSA covered all the basic principles of implementation,includingtheestablishment of organizations.Theseorganizations were (a) Lesotho Highland Development Authority...

... CLEANED YIELD CEMENT AGGREGATES MIXES CHLORIDE CONCENTRATION IONS CONTROL LIMITS STANDARDS TESTS SIMULATION ALLOYS LABORATORIES PREDICTION ELECTROCHEMISTRY MECHANISMS EXPERIMENTS DESIGN PRACTICE ANALYSIS WEIGHT LOSS CUBES STRENGTH REINFORCEMENT CARBONATION CRACKING DEVELOPMENT...

...BP HUGHES; AT MAHMOOD; J SPRINGFIELD © Thomas Telford and ICE 1989 CARRUTHERS & WALLACE TORONTO EARLY THERMAL CRACKING ENDS RESTRAINED THICK REINFORCED CONCRETE MEMBERS CRACKS WIDTH CONTROL TENSILE YIELD CAPACITY REINFORCEMENT FINE RATIOS CREEP SLABS EFFECTIVE...

...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...

... REINFORCEMENT LAYERS BRITTLE FLAT PLATES YIELD STRESS 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 © Thomas Telford and ICE 1987 QUEENS UNIVERSITY BELFAST PREDICTION PUNCHING STRENGTH SLABS COLUMNS SPECIMENS CONVENTIONAL FAILURES METHODS FLEXURAL SHEAR YIELD REINFORCEMENT CONCRETE CRUSHING CRACKING CAPACITY MOMENTS LINEAR DUCTILITY STRESS...

...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...

... REDISTRIBUTION CIRCUMFERENTIAL YIELD REINFORCEMENT BENDING INCREMENT MERIDIONAL STEEL MODELS SAFETY MATERIALS INTERACTION MECHANISMS BEHAVIOUR HORIZONTAL TENSION FLEXURAL ARDEER SCOTLAND UK © Thomas Telford and ICE 1984 Proc. Instn Civ. Engrs, Part 2, 1984,77,Dec., 419-427...

... ) shows the stresses on an infinitesimal element at the corner A of the infill. Could the Authors explain the absence of complementary shear stresses? 27. Thneormallayccepted yieuldsefdoinrfisll thsequare yield criterion in principal stress space (Fig. 11).If an element of material is subjected...

... stresses as normalized with respect to yield stress. The yield stress in any rolled section is not necessarily uniform and so it is important that enough tests be carried out toensure that the standarderror on yield stress is sufficiently small. Could the Authors give the standard error-or any other...

...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...

... CAPACITY HOLES ELASTIC MEMBRANES TENSION REINFORCEMENT FLANGES CARRYING FORMULAE FINITE ELEMENTS STRESS YIELD PLASTIC MOMENTS PREDICTION MODELS SIZE EXPERIMENTS DESIGN SLENDERNESS Proc. Instn Cit..Engrs, Part 2,1984,71,June, 107-137 PAPER 8722 An equilibrium method foarssessing...

...), 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...

... TESTS LIVE STEEL SKEW RESPONSES METHODS BEHAVIOUR PERFORMANCE IN SERVICE YIELD REINFORCEMENT MOMENTS REDISTRIBUTION PERMANENT REPEATED FINITE ELEMENTS CRACKS UNCRACKED EXPERIMENTAL VERIFICATION ESTIMATES COLLAPSE BARS FAILURES Proc. Instn cic.Enyrs, Part 2, 1983,75, Dec., 671...