Keywords: LINTELS
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Journal Articles
Proceedings of the Institution of Civil Engineers (1988) 85 (3): 503–515.
Published: 01 September 1988
... 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...
Journal Articles
Proceedings of the Institution of Civil Engineers (1987) 83 (1): 321–325.
Published: 01 March 1987
...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...
Journal Articles
Proceedings of the Institution of Civil Engineers (1984) 77 (3): 353–365.
Published: 01 September 1984
... REINFORCED CONCRETE SLABS CONSTRUCTION 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...
Journal Articles
Proceedings of the Institution of Civil Engineers (1981) 71 (3): 789–804.
Published: 01 September 1981
... of torsionally loaded shear cores consisting of open box structures braced by lintel beams at each floor level. Assuming a plastic hinge concept anda bilinear moment-rotation relationship for the connecting beams, the analysis enables the spread of plasticity to be traced throughout the loading process from...
Journal Articles
Proceedings of the Institution of Civil Engineers (1981) 71 (3): 921–929.
Published: 01 September 1981
... INVESTIGATIONS STRENGTH DEFLECTION THEORY LINTELS CONSTRUCTION REINFORCED TESTS MIXES TYPE ENDS LOADS HIGH STEEL PREDICTION EFFECT PREPARATION 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 . J. A M B R O...
Journal Articles
Proceedings of the Institution of Civil Engineers (1981) 71 (2): 395–406.
Published: 01 June 1981
... 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...
Journal Articles
Proceedings of the Institution of Civil Engineers (1978) 65 (3): 601–609.
Published: 01 September 1978
...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...
Journal Articles
Proceedings of the Institution of Civil Engineers (1975) 58 (1): 25–66.
Published: 01 February 1975
...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...
Journal Articles
Proceedings of the Institution of Civil Engineers (1973) 55 (2): 411–423.
Published: 01 June 1973
... coefficients. The formulae and the tables enable a rapid, exact determination of the vibration periods andof the buckling loads. It is found that lintel bands and even lintelless floor slabs appreciably decrease thevibrationperiod and appreciablyincreasethebuckling load. Simpleformulaeforthe vibrationperiod...
Journal Articles
Proceedings of the Institution of Civil Engineers (1969) 44 (4): 363–367.
Published: 01 December 1969
...P BURHOUSE; VA MORGAN; M AMARATUNGA; DJ MALE © Thomas Telford and ICE 1969 COMPOSITE PANELS SUPPORTING PRECAST LOADS ENDS ACTION WALLS BRICKWORK LINTELS BEHAVIOUR BRICKS BEAMS LOADING FINITE ELEMENTS RETURN 7177 DISCUSSION Composite action between brick panel walls...

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