...K H KWAN; C Q LO; T C LIAUW; P C PANDEY © Thomas Telford and ICE 1991 INDIAN INSTITUTE OF SCIENCE Proc. Insrn Ciu. Engrs, Part 2,1991,91,Dec.,891-894 DISCUSSION ON PAPE95RS7T1RUCTURAENLGINEERING GROUP Large-scale model tests and plastic analysisof multibay infilled frames K. H. Kwan...

...KH KWAN; CQ LO; TC LIAUW © Thomas Telford and ICE 1990 HONG KONG UNIVERSITY FILL LARGE SCALE MODELS TESTS PLASTIC ANALYSIS FRAMES MULTIBAY INFILLED STEELWORK CONCRETE CONSTRUCTION INFILL THEORY EXPERIMENTS MODELLING METHODS COLLAPSE MODES INTERFACE STRESS NON...

...J R RIDDINGTON; M BOLOURCHI © Thomas Telford and ICE 1989 FILL LEAD LOADS FRAMES RESISTANCE LAYERS VISCOELASTIC SHORT TERM REDUCTION TRANSFER STRUCTURES INFILL STIFFNESS PROPERTIES CYCLIC VERTICAL INFILLED RACKING TESTS CREEP LONG TERM SUSSEX UNIVERSITY OVE ARUP...

...TC LIAUW; KH KWAN 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 CHARTS PREDICTION EXPERIMENTS...

...JR RIDDINGTON Proc. Instn Cio. Engrs, Part 2, 1984,77, Sept., 295-310 PAPER 8767 The influence ofinitial gaps on infilled frame behaviour J. R. RIDDINGTON, BSc, PhD, MICE* Infilled frame structures may, for a variety of reasons, have initial gaps between the frame andthe infill. The results from...

...TC LIAUW; KH KWAN; IM MAY; SYA MA; RH WOOD; PAC SIMS © Thomas Telford and ICE 1984 WARWICK UNIVERSITY BUILDING RESEARCH ESTABLISHMENT FILL PLASTIC THEORY INFILLED FRAMES FINITE INTERFACE SHEAR STRENGTH INFILL FORCES EQUILIBRIUM YIELD STRESS PANELS BEAMS COLLAPSE...

...TC LIAUW; KH KWAN © Thomas Telford and ICE 1984 FILL PLASTIC THEORY NON INTEGRAL INFILLED FRAMES INFILL CRUSHING Fiy. 12. Diuqonal crushing (multi-storey) 2x6 ...

...TC LIAUW; KH KWAN; IM MAY; SYA MA; RH WOOD; PAC SIMS Proc. Instn Cio. Engrs, Part 2, 1984,77, June, 279-286 DISCUSSION ON PAPER8635 Plastic theoryof non-integral infilled frames T. C. Liauw and K. H. Kwan c.Dr I. M. May, DrS. Y. A. Ma and DRr . H. Wood, Universityof Warwick ;and MrP. A. Sims...

...TC LIAUW; KH KWAN © Thomas Telford and ICE 1983 HONG KONG UNIVERSITY SCOTT WILSON KIRKPATRICK FILL PLASTIC THEORY INFILLED FRAMES INTERFACE FINITE SHEAR STRENGTH NON LINEAR FINITE ELEMENTS ANALYSIS INTEGRAL STRESS REDISTRIBUTION COLLAPSE INFILL SINGLE STOREY TALL...

...TC LIAUW; KH KWAN © Thomas Telford and ICE 1983 HONG KONG UNIVERSITY SCOTT WILSON KIRKPATRICK PLASTIC THEORY NON INTEGRAL FRAMES INFILLED STRESS COLLAPSE REDISTRIBUTION STRUCTURES TALL BUILDINGS MULTI STOREY SINGLE STOREY EXPERIMENTS DESIGN RULES LOADS MODES...

... CONCRETE INFILLED DATA LOADS CAPACITY ULTIMATE PREDICTION DESIGN FAILURES BEHAVIOUR STRAIN SEPARATION DEFLECTION CARRYING BATTENS ...

...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...

...TECHANG LIAUM; KWOKHUNG KWAN 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 DEVELOPMENT FRICTION FIT PREDICTION...

... at Brighton. Details are given of the unusual plant requiredfor placing cylindrical caissons weighing up to 635 t, the reclamation of the working area of 5.26 ha on the foreshore, and the construction of concrete-infilled sheet-piled walls which formed theroots of the breakwaters and a sea wall parallel...

...RH WOOD; PAC SIMS; RJ MAINSTONE; DGE SMITH; BRE © Thomas Telford and ICE 1979 BRE BUILDING RESEARCH ESTABLISHMENT SCOTT WILSON KIRKPATRICK FILL PLASTICITY COLLAPSE SHEAR FRAMES TESTS STRENGTH INFILL MODELS HINGES METHODS REINFORCED SPECIMENS STRUTS COMPOSITE...

...GJW KING; PC PANDEY © Thomas Telford and ICE 1978 LIVERPOOL UNIVERSITY ANALYSIS FINITE ELEMENTS STRUCTURES MODELLING FRICTION BEHAVIOUR LATERAL MESHES THEORY EXPERIMENTS SIZE FORMATION INFILLED PROCEDURE INTERACTION ACCURACY ELEMENTS VALUE STIFFNESS TESTS...

...T C LIAUW; S W LEE © Thomas Telford and ICE 1977 UNIVERSITY OF HONG KONG FREEMAN FOX MULTI STOREY TALL BUILDINGS FRAMES ANALYSIS BEHAVIOUR INFILLED LATERAL LOADING STEEL REINFORCED CONCRETE OPENINGS CONNECTORS STRENGTH STIFFNESS Proc. Instn Civ. Engrs, Part 2, 1977...

...M SMOLIRA; MR KADIR; J RIDDINGTON; DV MALLICK © Thomas Telford and ICE 1974 SOUTHAMPTON UNIVERSITY TRIPOLI UNIVERSITY EDINBURGH UNIVERSITY ANALYSIS INFILLED PANELS GAPS SHEAR FRAMES STRUTS WALLS DEFLECTION SPACES Proc. Instn Ciu. Engrs, Part 2, 1974, 57, Dec., 777...

...M SMOLIRA 7672 Analysis of infilled shear walls This Paper concerns the analysis of the response of infilled shear walls to lateral forces. Included in the analysis are the effectof tightly fitting infill, the effect of interface spaces and stress concentrations at the contact lengths...

...DV MALLICK; RP GARG © Thomas Telford and ICE 1971 INDIAN INSTITUTE OF TECHNOLOGY NEW DELHI FILL EFFECT STIFFNESS POSITIONS TESTS SELFEQUILIBRIATING METHODS ACTION PANELS EXPERIMENTS INFILL OPENINGS FRAMES SHEAR MODELS THEORY FINITE ELEMENTS DOORS ULTIMATE MATERIALS...