... TECHNIQUES LATERAL LOADS INTERNAL DRIFT LOCATION OPTIMUM REDUCTION MAXIMUM BENDING MOMENTS LINTELS BOUNDARIES CONDITIONS NUMERICAL Proc. Instn Cio. Engrs, Part 2,1988,85, Sept., 503-515 PAPER 9340 STERNGUGRCIONTUEERPRAILNG Effect of a single deep beam on twin shear walls with rational...

...A COULL; YC WONG © Thomas Telford and ICE 1987 GLASGOW UNIVERSITY ENGINEERING & ENVIRONMENTAL CONSULTANTS KUALA LUMPUR STIFFNESS FLOORS SLABS COUPLING DEFLECTION OPEN BOX CORES DESIGN CURVES BEAMS LINTELS DEPTH TALL BUILDINGS ANALYSIS LINEAR ELASTIC STUDIES...

... CONVENTIONAL BASES RESPONSES ACCELERATION MEASUREMENT EARTHQUAKES SAFETY ENERGY ABSORPTION RING HORIZONTAL BEAMS VERTICAL REINFORCEMENT LINTELS PILOT PLATFORMS SHAKING DAMAGE RESISTANCE LOADS SHOCKS PREDICTION PROTOTYPES STRENGTH CAPACITY MORTAR BONDS CRACKING SEISMIC FORCES...

... DEFLECTION THEORY LINTELS CONSTRUCTION REINFORCED TESTS MIXES TYPE ENDS LOADS HIGH STEEL PREDICTION EFFECT PREPARATION © Thomas Telford and ICE 1981 Proc. Instn Ciu. Engrs, Part 2,1981,71, Sept.,921-929 TN 298 Brickwork beams with reinforced bed joints R . H U L S E ,BSc, MSc, MICE* R...

... LIMITING FACTORS STRESS ELASTIC CORES CONTINUUM LOADS BOX LINTELS PLASTIC MOMENTS CONNECTING WORKING VALUE TORQUE DEFORMATION SOLUTIONS Proc. lnstn Civ. Engrs, Part 2, 1981,71, Sept., 789-804 Elasto-plastic analysis of core structures subjectedto torsion A. COULL, BSc, PhD, FRSE, FICE...

... LINTELS PARTIAL MODULES AXIAL PROBLEMS SHEAR ANALOGOUS INTERACTION SHAPE BEAMS PLANE IDEALISED DISPLACEMENT OPEN CLOSURES RESISTANCE CONVERSION Proc. Instn Ciu. Engrs, Part 2, 1981, 71, June, 395-406 8448 Analysis of non-planar shear wall assemblies by analogous frame B. STAFFORD SMITH...

...TC LIAUW © Thomas Telford and ICE 1978 HONG KONG UNIVERSITY TORSION WALLS TRANSFER UNIFORM CALCULATORS LINTELS SPATIAL METHODS MATRIX MATRICES HAND BEAMS SIMPLE CORES DESIGN MINICOMPUTERS MATHEMATICS COMPUTERS MULTI STOREY Proc. Instn Ciu. Engrs, Part 2, 1978,65...

...HC HUSBAND; RW HUSBAND; R STEPHENSON HUSBAND CONSTRUCTION TUBES ROADS LOADS PREFABRICATION WROUGHT TUBULAR STRUCTURAL FOUNDATIONS APPROACHES ARCHES MODIFICATION PAINTING LINTELS DISMANTLING ABUTMENTS RECONSTRUCTION FIRES BRIDGES DECKS CALCULATIONS TREATMENT METHODS...

...R ROSMAN © Thomas Telford and ICE 1973 ZAGREB UNIVERSITY DYNAMICS WALLS FORMULAE VIBRATIONS SYMMETRIC FLOORS ROCKING STIFFNESS FLEXIBILITY EQUATIONS ROTATIONAL STABILITY BUILDINGS FREE BUCKLING PERIODS LINTELS FOUNDATIONS CANTILEVER PROPERTIES SHEAR BANDS...

...P BURHOUSE; VA MORGAN; M AMARATUNGA; DJ MALE COMPOSITE PANELS SUPPORTING PRECAST LOADS ENDS ACTION WALLS BRICKWORK LINTELS BEHAVIOUR BRICKS BEAMS LOADING FINITE ELEMENTS RETURN © Thomas Telford and ICE 1969 7177 DISCUSSION Composite action between brick panel walls...