... STRESS PORE PRESSURE CALCULATIONS METHODS DISTRIBUTION MODELS POROELASTIC SUBMARINE UNDERWATER Proc. Instn Cio. Engrs, Part 2, 1991, 91, Dec., 771-794 PAPER 9779 BOARD MARITIME Wave-induced failureof poroelastic seabed slopes: a boundary element study W. RAMAN-NAIR, BSc, MEng,PhD* G .C .W...

... TESTS CENTRIFUGAL MODELLING STRESS DISTRIBUTION BENDING MOMENTS POST CONSTRUCTION SOILS PORE WATER PRESSURE MOVEMENT LOADS CALCULATIONS LIMITS STABILITY Proc. Znstn Ciu. Engrs, Part 2, 1991, 91, Dec.,853-873 PAPER 9730 Analysis of in-situ retaining walls propped at formation level...

... 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...

... EQUILIBRIUM SERVICEABILITY LINEAR REDISTRIBUTION CODES FORMULAE STANDARDS CRACKS WIDTH SERVICE STRESS CALCULATIONS MAXIMUM EFFECTIVE CONTROL Proc. Instn Civ.Engrs, Part 2,1991,91, June2,15-235 BSUOTIARLRDUADICN9N6TDG1U0PRAAPLERB Deflexion controlin the non-linear design of continuous concrete...

...P R KNOWLES; BS 5950 © Thomas Telford and ICE 1991 PETER KNOWLES CASTELLATED BEAMS HISTORY METHODS STEEL CONSTRUCTION CALCULATIONS LOADS CARRYING CAPACITY DEFLECTION CASTELLATION INVENTIONS ELASTIC PLASTIC INTERACTIVE DESIGN CHARTS STANDARDS STRESS DISTRIBUTION...

...C W CHOI; F C HARRIS © Thomas Telford and ICE 1991 HONG KONG CITY POLYTECHNIC WOLVERHAMPTON POLYTECHNIC LOUGHBOROUGH UNIVERSITY MODELS CALCULATIONS OPTIMUM CRANES POSITIONS CONSTRUCTION SITES LAYOUT MATHEMATICS MODELLING LOCATION FACILITIES LOADS POWER STATIONS CASE...

...M RAOOF © Thomas Telford and ICE 1991 SOUTH BANK POLYTECHNIC LONDON SOUTH BANK UNIVERSITY AXIAL FATIGUE LIFE PREDICTION FATIGUE LIFE STRUCTURAL CABLES PATTERNS STRESS NORMAL HERTZIAN MULTILAYER SPIRAL STRANDS MODELS WIRE FAILURES SEAWATER THEORY CALCULATIONS...

...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...

... This Paper is fairly restricted in its subject matter, but, as will be discussed later, there areimplications whichare common tomost formsof geotechnical design. 49. The subject of the Paper is restricted to a simple wall type (Fig. 1) embedded in granular soil. The design problem is to calculate safe (i.e...

...J S SHIPWAY; SIR T BOUCH; B BAKER; SIR J FOWLER © Thomas Telford and ICE 1990 ROBERT H CUTHBERTSON RAILWAYS BRIDGES DESIGN HISTORY CANTILEVER SUPERSTRUCTURES EVOLUTION STRESS MATERIALS METHODS CALCULATIONS SUSPENSION STIFFENED CONTINUOUS GIRDERS FORCES TIES STRUTS...

... SERVICEABILITY CORRELATION SOIL STRUCTURE PARTITIONING OFFICES BUILDINGS PROJECTS MODELLING MEASUREMENT CALCULATIONS IN SITU BEHAVIOUR RETROSPECTIVE FLEXURE SECONDARY PLANE STRAIN HALF SPACE MODELS LONDON STOTHARD PLACE SALISBURY SQ BRITANNIC HOUSE CITY OF LONDON UK Proc...

...P G SAMUELS; K SIVALOGANATHAN; CHNLFLOW BACKWATER LENGTH RIVERS COMPUTERS SOFTWARE FLOW CALCULATIONS CHANNELS © Thomas Telford and ICE 1990 FLUIDMECH SOFTWARE Proc. Instn Ciu. Engrs, Part 2, 1990,89, Dec., 581-583 DISCUSSION ON PWA9P4AE7T9NREGRINEERING GROUP Backwater...

... calculations. Notation C a scaling factor D diameter f friction factor fL friction factor for laminar flow fT friction factor for turbulent flow P(L) probability of laminar flow P(T) probability of turbulent flow Re Reynolds number 2 avariable 4(Z) distribution function E roughness p mean U standard deviation...

... are often considered to be as much an art as an exact science. While the limits of validity of existing routines for design calculations are often unclear, itis certain that the progressively larger diameter cables and ropes requiredfor offshore structures and bridgework are approaching and, in some cases...

...G E BLIGHT © Thomas Telford and ICE 1990 WITWATERSRAND UNIVERSITY DEFECTS METHODS ESTIMATING DESIGN CODES PRACTICE LOADS ASSESSMENT ARCHING FILL PRESSURE NON UNIFORM RADIAL TEMPERATURE SURCHARGE ESTIMATES PATH STRESS CALCULATIONS STEEL ENVELOPES HOPPERS...

...M A M HERZOG © Thomas Telford and ICE 1990 AEROELASTIC STABILITY SUSPENSION BRIDGES METHODS AERODYNAMICS WIND ACTION SPEED CALCULATIONS SECTIONS MODELS TESTS RESISTANCE OSCILLATIONS FREQUENCIES TORSION BENDING DAMPING STIFFENING GIRDERS h o c . lnstn Civ. Engrs, Part...

...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...

...,theabovegeometricalconsiderationsshould be reasonably satisfactoryalthoughthebuoyantspread atthe free surfacehas tacitly been neglected. 27. A more accurate procedurefor determining y , would beto carry out model calculations up to the level at which H - 0.5 w(y y , . Mathematical model simulations for the Hastings field experiments...

... estimates.Suchaviewpoint is somewhatcontroversial,but is accepted by many as a workable hypothesfiosr decision-making 6. As a result of the limitations in available data and the uncertainties associ- ated withreliability analysis, high levelsof accuracy in calculating failure probabil- ities arenotwarranted.However,order...

... RATIOS FORMULAE SPECIMENS DESIGN MANUFACTURE CALCULATIONS SUPPORTS EXPERIMENTS EQUATIONS COMPRESSION FAILURES MAGNITUDE Proc. Instn Ciu. Engrs, Part 2, 1989,87, Sept.,401414 PAPER 9450 STRUCTURAL ENGGRINOEUEPRING Ultimate shear testosf prestressed concrete I-beams GU YI KANG* ZHI ME1 WU* L1...