... LOADS SIMPLE METHODS PREDICTION STRENGTH BEHAVIOUR WARPING EXPERIMENTS CALCULATIONS INSTRUMENTATION ECCENTRIC DEFLECTION TRANSVERSE ROTATION STRAIN CRACKS PATTERNS CIRCULATORY Proc. Instn Ciu. Engrs, Part 2,1991, 91, Sept., 577-592 PAPER 9708 STRUCTURBAULILDAINNDG BOARD Prestressed...

...U A GIRHAMMAR; V K A GOPU ANALYSIS EFFECT COMPOSITE CONCRETE TIMBER BEAMS COLUMNS METHODS INTERLAYER SLIP INFLUENCE CLOSED FORMS INTERNAL AXIAL FORCES MOMENTS APPROXIMATE FORMULAE MAGNIFICATION CALCULATIONS MEMBERS SECOND ORDER APPLICABILITY DESIGN UNCRACKED SIMPLE...

...M RAOOF Proc. Instn Cio. Engrs, Part 2, 1990, 88, Dec., 527-542 PAPER 9628 SETNRUGCINTEUERRAINLG Simple formulae for spiral strands and multi-strand ropes GROUP M. RAOOF, PhD, DIC* Steel cablesare employed for many structural purposes, including stays for guyed masts and bridging applications...

...E S MELERSKI; WINKLER © Thomas Telford and ICE 1990 TASMANIA UNIVERSITY SIMPLE COMPUTERS ANALYSIS CIRCULAR RAFTS AXISYMMETRIC LOADING ELASTIC LOADS FOUNDATIONS NUMERICAL METHODS ANNULAR CONDITIONS PLATES BEHAVIOUR SOILS BEDS MODELLING HALF SPACE SPRINGS WINKLER...

...FW WILLIAMS; G SHARP © Thomas Telford and ICE 1990 CARDIFF COLLEGE WALES UNIVERSITY MID GLAMORGAN COUNTY COUNCIL SIMPLE ELASTIC LOADS EFFECTIVE LENGTH CALCULATIONS MULTI STOREY RIGID SWAY FRAMES STANDARDS DESIGN WIND INDUCED DEFLECTION METHODS THEORY AMPLIFIED...

... STUDIES PARAMETRIC CODES TENSION BEAMS SIMPLE UK Proc. Instn Ciu. Engrs, Part 2, 1990,89, Mar., 67-87 PAPER 9484 STRUCTURAL ENGGRINOEUEPRING Transversely stiffened girder webs subjectedto shear loading-part 2 :stiffener design K. N. RAHAL, PhD* J. E. HARDING, PhD, DIC, MICE, FStructE...

... THIN LIMITING DEFLECTION LONGITUDINAL TRANSVERSE NORMAL STRESS SHEAR FINITE ELEMENTS PREDICTION CALCULATIONS MODIFIED LAG TOTAL ROTATION SIMPLE WARPING ST VENANT HAND ELASTIC FOUNDATIONS GIRDERS BEHAVIOUR MODELS DATA ANALYTICAL METHODS IDEALISATION SPECIMENS CONSTRUCTION...

..., University of London My comments relate to the silo complex,"usedby the Authors as their final example in the Paper, which was also the subject of an independent analysis in 1979." In that analysis the soil was represented as a boundary element coupled to a simple plate bending finite element model...

... BASINS SIMPLE JUMP BAFFLES FREE TRAJECTORY CONCRETE JETS Proc. Instn Ciu. Engrs, Part 1, 1982,72, May, 205-219 8552 Thechoice of hydraulicenergydissipator for dam outlet works based on a survey of prototype usage P. J. MASON, BSc, MICE* A wide range of hydraulic energy dissipators has been...

... ELEMENTS MATRIX VERIFICATION PROCEDURE SIMPLE SPACE FRAM Proc. Instn Civ. Engrs, Part 2, 1982,73, Mar., 53-84 8497 Non-linaenaarlysis of structuresoil systems K. I. MAJID, PhD, DSc, FICE, FIStructE* M. A. RAHMAN, BSc(Eng), MSc, PhD? A significant feature of a structure andits foundation...

... DENMARK TECHNICAL UNIVERSITY SIMPLIFIED ANALYSIS PAVEMENTS STIFFNESS MATERIALS STRAIN MULTILAYER REPRESENTATION ACCURACY STIFFNESS PROGRAMS THICKNESS COMPUTERS SIMPLE MICROCOMPUTERS BITUMINOUS EVALUATION SURFACE ELASTIC AIRFIELDS PRECISION CALCULATIONS BITUMEN RATIOS VALUE...

... oftheapproachareveryaccuratein all cases. Expliciftormulaef-odr ifferenpt latetypesareprovidedfour sewiththemethod. Localization of the buckle pattern in long plates is examined; a simple method of taking thisintoaccountisdescribedandshown to produceresultswhichagree well with experiment.Theeffects...

... COEFFICIENTS EVALUATION INTERACTIVE NON DIMENSIONAL SECTIONAL REINFORCEMENT SIMPLE CONCRETE METHODS UNIFORM PLATES INERTIA TESTS ISOTROPIC PROCEDURE STRENGTH PREDICTION EXPERIMENTS INDIA Proc. lnstn Ciu. Engrs, Part 2,1981, 71, June, 323-339 8439 Short-timedeflexionsof simplysupported...

... FAILURES ACTION TWO POINT SIMPLE ROTATION Proc. Instn Civ. Engrs, Part 2, 1980, 69, Dec.,939-958 8387 Predictintshgterengroethfinforced concrete deep beams with web openings Based on test evidence, a model is proposed for the deformation of simply supported deep beams which have a rectangular web...

... FINITE ELEMENTS ELASTIC MODIFIED YIELD RESULTANTS SIMPLE SIZE ALGORITHMS COMPRESSION GIRDERS EXPERIMENTS MATERIALS PROBLEMS CONVERGENCE GEOMETRY ANALYSIS SHELLS IMPERFECT ELASTOPLASTIC REGIMES FUNCTIONS PLASTIC PROCEDURE DEFLECTION CYLINDRICAL COLLAPSE DIAPHRAGM COMPUTERS...

...I SMITH SERIES TYPE SOLUTIONS TIMBER BEAMS CONNECTIONS SEMI RIGID STRESS DEFLECTION LAYERS THEORY EXPERIMENTS SIMPLE SUPPORTS THREE PIECE UNIFORM CONSTRUCTION LOADS DISTRIBUTION VALUE DISPLACEMENT ACCURACY Proc. Instn Ciu. Engrs, Part 2, 1980, 69, Sept., 101-719 8352...

...BR ELLIS; BRE © Thomas Telford and ICE 1980 BRE BUILDING RESEARCH ESTABLISHMENT ASSESSMENT ACCURACY PREDICTION FUNDAMENTAL NATURAL FREQUENCIES BUILDINGS SIMPLE EMPIRICAL FORMULAE COMPUTERS OPTIMUM NON LINEAR CHARACTERISTICS SOILS STRUCTURES INTERACTION DYNAMICS...

... differentvariablefactors,fromwhichpartialsafetyfactorsarederived,are identified. Even if such factors were capable of accurate evaluation, he did not believe that structures designed by their application would be very different from those currently produced by a simple design approach. Mr Little said that the purpose...

... SIMPLE Proc. Instn Ciu. Engrs, Part 2, 1979, 61, Dec., 1065-1075 8289 Folded plate approach to analysis of shear wall systems and frame structures V. KR~STEK,D S ~ * A simple, approximate methodofanalysisof shear wallsystemsispresented. A substitute structure is formed so that boundary conditions...

... BEHAVIOUR MODELS STRENGTH SIMPLE CONDITIONS Proc. Instn Cio. Engrs, Part 2, 1979, 61, Sept., 801-816 8244 Bolt force distribution in friction grip eccentricshear joints The internal distribution of frictional force transmitted by eccentrically loaded friction gripboltedjointsisinvestigatedinaseries...