...A K H KWAN © Thomas Telford and ICE 1991 HONG KONG UNIVERSITY ANALYSIS COUPLED WALLS FRAMES STRUCTURES METHODS SHEAR DEFORMATION CORES TORSION LOADS SOLID ELEMENTS RIGID ARMS WIDE COLUMNS STIFFNESS MATRIX BEAMS MATRICES ROTATIONAL DEGREES FREEDOM Proc. Instn...

... CYLINDERS STRENGTH THICKNESS RIGID SUPPORTS TESTS CAPACITY CONTACT MOMENTUM PENETRATION DEPTH FAILURES CRUSHING BEHAVIOUR DISSIPATION INSTRUMENTATION STATIC h o c . Instn Civ.Engrs, Part 2,1990,89, June, 225-239 PAPER 9538 STRUCTURAL ENGGRINOEUEPRING Polystyrene aggregate concrete...

...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...

...G W HUNT © Thomas Telford and ICE 1989 BIFURCATION THEORY SYMMETRY UNSTIFFENED PLATES FLEXURAL NON LINEAR LOCALISATION MODES SPRINGS ELASTIC RIGID STRUCTURAL INSTABILITY PROPERTIES STIFFENED SHELLS TORSIONAL INTERACTION ELEMENTS ANALYSIS LINK COMPONENTS DESIGN...

... developed ultimate strength approach, for the stiffnessand strength of bracing required to provide complete support to potentially unstable steel columns. The concept of complete support implies bracing func- tioning as if it were rigid, i.e. inducing a mode of collapse of the mainmember that does...

...KHM ALI; MM MENDIS © Thomas Telford and ICE 1989 LIVERPOOL UNIVERSITY EFFECT BENDS BEDS SUPERELEVATION FLOW RIGID OPEN CHANNELS RESEARCH HIGH RADIUS WIDTH RATIOS WATER DEPTH EFFLUENT TREATMENT WORKS PERIPHERAL VELOCITY DISTRIBUTION CONFIGURATION UNEVEN METHODS...

...FW WILLIAMS; R BUTLER Proc. Instn Cio. Engrs, Part 2,1988,85, Sept., 551-565 PAPER 9368 STRUCTURAL ENGGRINOEUEPRING Simple calculations for wind deflexions of multi-storey rigid sway frames F. W. WILLIAMS, MA, PhD, ScD, FICE, FIStructE* R. BUTLER, BEng* A simple set of expressions which allow wind...

...HC CHAN; JS KUANG © Thomas Telford and ICE 1988 HONG KONG UNIVERSITY BEAMS DEEP SINGLE TWIN SHEAR WALLS RATIONAL COUPLING METHODS ANALYSIS EFFECT STIFFENED FLEXIBLE RIGID FOUNDATIONS STRUCTURES CONTINUUM HEIGHT STRUCTURAL BEHAVIOUR COUPLED INSTALLATION FORCES...

...RA GRACE; JM ANDRES; EKS LEE; W LESZCZYSZYN; PJD NEVILLE-JONES © Thomas Telford and ICE 1988 PIPES PIPELINES OCEANS WAVES SHALLOW RIGID DESIGN CONSTRUCTION EQUATIONS ANALYSIS SUBMARINE TESTS RESEARCH STUDS SAFETY FLOW ANGLES Proc. Instn Ciu. Engrs, Part 2,1988,85, Mar...

... FRAMES RIGID SHEAR BENDING MEMBERS DEFORMATION CANTILEVER EQUATIONS BEHAVIOUR RESISTANCE Proc. Instn Civ.Engrs, Part 2, 1987,83, Dec., 755-767 PAPER 9205 STRUCTURAL ENGGRIONUEEPRING Approximate rotation analysis for plan-symmetric high-rise structures c.J. D. HOENDERKAMP, PhD, MEng, BSc* B...

...RA GRACE; JM ANDRES; EKS LEE © Thomas Telford and ICE 1987 HAWAII UNIVERSITY MANOA HONOLULU US NAVAL OCEAN SYSTEMS COMMAND KANEOHE HAWAII FORCES OCEANS WAVES PIPES RIGID FLOW ANGLES TESTS WATER MOTION COEFFICIENTS EQUATIONS LOADS HORIZONTAL VERTICAL MAXIMUM...

...J KNAPTON; DC GRAY; G BELL; JM BRUNTON; SF BROWN; JW BULL; AA LILLEY; GR WOODMAN © Thomas Telford and ICE 1986 DESIGN STRUCTURAL HEAVY INDUSTRIAL PAVEMENTS WHEELS BLOCKS METHODS THICKNESS VEHICLES LOADS STRAIN BASES ANALYSIS PRECAST CONCRETE STRENGTH RIGID LEAN MANUALS...

... CONNECTIONS SEMI RIGID LOADS CHORDS ELASTIC DESIGN STIFFNESS ROTATION METHODS WIDTH ENDS THEORY EXPERIMENTAL UNREINFORCED MEMBERS SPANS VERTICAL FLANGES PLATES FAILURES YIELD LINE MODELS ONE SIDED RIGID WEBS MANUFACTURING BRITTLE BEHAVIOUR Proc. Instn Ciu. Engrs, Part 2,1985,79...

... STANDARD CUT OFF PLUGS DEMOULDING ANALYSIS PLASTIC COMPOSITE RIGID BONDS PREDICTION DESIGN FAILURES SPLIT BEHAVIOUR Proc. Instn Cio.Engrs, Part 2, 1985,79, Dec., 681-696 PAPER 8971 STERNGUGRCIONTUEEPRRAILNG Collapse of concrete U-beam half joints : theory and modelstudies B. S. GILL, BSc...

...GT LIM; GJ TURVEY; R HAYTHORNTHWAITE © Thomas Telford and ICE 1985 RESPONSES LOADS CIRCULAR STEEL PLATES CLAMPED CIRCULAR THEORY EXPERIMENTS UNIFORM FULL RANGE RIGID PLASTIC MEMBRANES DEFLECTION PREDICTION BENDING Proc. lnstn Ciu. Engrs, Part 2,1985,79, Mar.2, 11-213...

... BEDDING DESIGN TEMPORARY WORKS CONSTRUCTION METHODS BOX COMPACTION SHEETING TRAINING RIGID FLEXIBLE UK Proc. Instn Ciu.Engrg, Part 1, 1984,76, Aug., 839-842 INFORMAL DISCUSSION WATER ENGINEERINGGROUP Trenching Introducers D. J. IRVINE, BSc(Eng), FICE* G. BRENNAN, MICE, MIHTt Reporter I...

... FLEXIBLE RIGID MESHES HEIGHT STOREYS LENGTH THICKNESS CORRIDORS OPENINGS RATIOS SPANS EXTENSIONS Pror. lnstn Ciu. Engrs, Part 2,1984,77,June. 195-210 PAPER 8771 Effect of local elastic wall deformations on the interactionbetween floor slabs and shear walls A. COULL, BSc, PhD, FRSE, FICE...

...O VILNAY © Thomas Telford and ICE 1984 UNIVERSITY COLLEGE CARDIFF BUCKLING MASONRY ARCHES VOUSSOIRS WEDGE SHAPED LOADS BLOCKS ENERGY METHODS CONDITIONS RIGID INFINITE PARAMETERS RATIOS GEOMETRY ASPECT WIDTH SPANS STABILITY UNSTABLE PARABOLIC UNIFORM DISTRIBUTION...

... PRACTICAL DESIGN PROBLEMS INTERACTION ELASTIC LAYERS BASES RIGID INCLINED HOMOGENEOUS PLAIN PILES CIRCULAR SURFACE ELEMENTS BUILDINGS TALL MULTI STOREY OFFICES TOWERS SINGAPORE RIYADH SINGAPORE SAUDI ARABIA ASIA MIDDLE EAST Proc. Instn Ciu. Engrs, Part 2, 1983,75, Sept...

... FUNCTIONS NON DIMENSIONAL STRUCTURAL RIGID FRAMES BRACED UNIFORM HEIGHT ANALYSIS DRIFT BEHAVIOUR CALCULATIONS GRAPHS HORIZONTAL LOADS LATERAL NON UNIFORM THEORY FORCES PARAMETERS COLUMNS MULTI BENT PROCEDURE Proc. Instn Ciu. Engrs, Part 2,1982,73, Dec., 713-729 8563 A graphical...