...KH KWAN; CQ LO; TC LIAUW FILL LARGE SCALE MODELS TESTS PLASTIC ANALYSIS FRAMES MULTIBAY INFILLED STEELWORK CONCRETE CONSTRUCTION INFILL THEORY EXPERIMENTS MODELLING METHODS COLLAPSE MODES INTERFACE STRESS NON INTEGRAL EFFECT AXIAL LOADS © Thomas Telford and ICE...

... ANALYSIS SHALLOW DEPTH FLEXURAL DEFORMATION COMBINED ACTION FULL EXPERIMENTS BONDS INSTRUMENTATION TESTS PROCEDURE MODES FAILURES STRAIN DEFLECTION FEASIBILITY INTERFACE ULTIMATE LOADS Proc. Instn Civ.Engrs, Part 2, 1989,81, Sept., 377-399 PAPER 9439 STRUCTURAL ENGGRINOEUEPRING...

... ENDS STIFFNESS CONNECTIONS POINTS TERMINATION STRENGTHENING BONDING MODELS TWO STAGE ANALYSIS COMPOSITE BEHAVIOUR PARTIALLY PREDICTION DISTRIBUTION INTERFACE MODES FAILURES PARAMETERS EQUILIBRIUM COMPATIBILITY EQUATIONS ANALYTICAL MATERIALS PROPERTIES ANCHORING BONDS AXIAL...

... and track slab stabilization, new arch settlement occurred. Against a tight timescale, with limited track possessions and power isolations, the tunnel side walls were underpinned using mini piles and side beams were constructed to reconnect and strengthen the side wall invert interface. Monitoring has shown...

... the interaction that develops between the infilled panels and the frame in that: (a) the in-plane bracing actionof the panels greatly increases the stiffness and strength of the infilled frame as comparedwith the bare frame (b) the progressive yielding of the interface between the frame and the panels retains...

... ROCKS INTERFACE COMPRESSIVE STRESS NON LINEAR CRACKING TENSILE MODELLING LOADS STATIC MODELS DESIGN STRUCTURES FORCES EQUILIBRIATION CONTACT SOLUTIONS OUTPUT JOINTS BLOCKS FOUNDATIONS LIMIT STATE PROFILES COMBINATIONS MATERIALS PROPERTIES ACCURACY HLUHLUWE NATAL...

... PERFORMANCE MODIFICATION EMPIRICAL TESTS DEFLECTION BEHAVIOUR INTERFACE LOADS LONG TERM METHODS Proc. instn Civ.Engrs, Part 2, 1985, 79, June, 4 1 5 4 2 5 TECHNNICOATLE 451 STRUCTUENRGAILNEERING GROUP The Nail-Web beam B. 0. HILSON, BSdEng), PhD,FIStructE,MICE,FIWSc* P. D. RODD, BSc, DPhil,MICE...

... world were involved and three dimensional shapes, attributes, and connectivities, had tobe transferred. Purpose-built interfaces would provide the best way of transferring information without loss of structure, but for n systems to be able to communicate successfully there would need to be n X (n - 1...

...TC LIAUW; KH KWAN; IM MAY; SYA MA; RH WOOD; PAC SIMS Proc. Instn Ciu. Engrs, Part 2, 1984,77, Sept.,413418 DISCUSSIONON PAPER 8718 Plastic theory of infilledframes with finite interface shear strength T. C, Liauw and K. H. Kwan Dr 1. M. May, Dr S. Y.A. Ma and Dr R. H. Wood, University of Warwick...

.... It is shown in this Paper thatthe effect of the finite travel time is to produce what is called a pseudo-static displacement, in addition to the normal dynamic displacement. Whereas the latter is caused by inertia, the former is caused by the differential movement of the structure-foundation interface...

...TC LIAUW; KH KWAN © Thomas Telford and ICE 1984 HONG KONG UNIVERSITY FILL PLASTIC DESIGN FRAMES INFILLED METHODS INTEGRAL NON INTEGRAL BEHAVIOUR NON LINEAR THEORY UNIFIED BEAMS FORMATION HINGES CRACKING CRUSHING PANELS SHEARING STRENGTH INTERFACE CONNECTIONS...

...TC LIAUW; KH KWAN Proc. Instn Ciu.Engrs. Part 2, 1983, 75, Dec., 707-723 PAPER 8718 Plastic theory of infilledframes with finite interface shear strength c.T. LIAUW, DIC, MICE, PhD* K. H. KWAN, BSc(Eng)t Based on thefindings of non-linear finite element analysis, a plastic theoorfyintegral...

...TC LIAUW; KH KWAN; GJW KING; PC PANDEY © Thomas Telford and ICE 1983 NON LINEAR ANALYSIS TALL BUILDINGS INFILLED FRAMES MULTI STOREY STRESS PROCEDURE BEHAVIOUR PANELS STIFFNESS MATRICES MATRIX ULTIMATE STRAIN LATERAL LOADS CURVES INTERFACE CONFIGURATION DEFLECTION...

... MECHANISMS METHODS SHEAR STRESS FLOOD PLAINS INTERFACE EQUATIONS VELOCITY MOMENTUM TURBULENT MAGNITUDE HYDROMETRY DISTRIBUTION HYDRAULIC RADIUS DEPTH ASYMMETRICAL Proc. Instn Ciu.Engrs. Part 2, 1982,73, Dec., 849-855 TN 328 DISCUSSION Rating curves for rivers with overbank flow D...

...TECHANG LIAUM; KWOKHUNG KWAN © Thomas Telford and ICE 1982 HONG KONG UNIVERSITY FILL NON LINEAR ANALYSIS TALL BUILDINGS MULTI STOREY FRAMES INFILLED CONNECTORS FINITE ELEMENTS METHODS MATERIALS STRUCTURAL INTERFACE INFILL SHEAR SLIP CHARACTERISTICS SEPARATION...

... is developed for wider application. It hasbeen used extensively since 1974 and a greater variety of finite elements have been incorporated into the computer program, especially the three-dimensional isoparametric element for use with doubly curved structure-fluid interfaces, such as occur in arch dams. Two...

... impending collapse. This Paper defines the conditions required for a composite beam to exhibit ductile sagging behaviour. The variations in the elastic and inelastic response of a composite beam in sagging bending are studied. The effeocftsmaterial properties, geometry, residual stresses and interface slip...

... BEHAVIOUR T BEAMS TESTS PULVERISED PFA GRAVEL BEAMS PROPAGATION CRACKS TENSILE AGGREGATES INTERLOCK ULTIMATE LYTAG LOADS STRUCTURAL LIGHTWEIGHT STRENGTH FUEL EXPANDED COMPRESSIVE MECHANICS DEFLECTION FRACTURE MATRIX INTERFACE TRANSFER CODES NORMAL ULTIMATE UK USA Prof...

... CONTINUOUS EXPRESSION STRESS LAW INTERFACE SPEED REGIMES BOUNDARIES SMOOTH GROWTH VALUE DEVELOPING VELOCITY SKIN Proc. Instn Cio. Engrs, Part 2, 1978, 65, Dec., 929-933 TN 202 Universal wind stress and surface roughness laws a t the air-sea interface S. H. CHUE, BE, BSc(Specia1). PhD' A wind...

...GJW KING; PC PANDEY LIVERPOOL UNIVERSITY ANALYSIS FINITE ELEMENTS STRUCTURES MODELLING FRICTION BEHAVIOUR LATERAL MESHES THEORY EXPERIMENTS SIZE FORMATION INFILLED PROCEDURE INTERACTION ACCURACY ELEMENTS VALUE STIFFNESS TESTS PREDICTION INTERFACE EFFECT STRUTS...