... to determine the test procedure and the subsequent 'back analysis' are emphasized. Computed and measureddeflexions and strains are presented for three plates denoted as stocky, medium-slender and thin. The results demonstrate that accurate modelling of the initial and boundary conditions permits close...

...-linear elasto-plastic behaviour of laterally loaded stiffened coupled shear walls. It is assumed that plastic hinges form at the ends of the coupling beams, and equivalent continuous connecting medium, when the end moments reach their ultimate values. A simplified technique for determining the limits...

...A COULL; CK LOW; VZ VLASOV © Thomas Telford and ICE 1979 GLASGOW UNIVERSITY PUBLIC WORKS DEPARTMENT SINGAPORE ANALYSIS STIFFENED NON PLANAR COUPLED SHEAR WALLS THEORY THIN WALLED BEAMS CONTINUOUS MEDIUM TECHNIQUES APPROXIMATE METHODS LATERAL LOADS COMBINED BENDING...

...Y K CHEUNG; S SWADDIWHDHIPONG © Thomas Telford and ICE 1978 ADELAIDE UNIVERSITY HONG KONG UNIVERSITY ANALYSIS WALLS ELEMENTS STATIC METHODS CONNECTING CONTINUOUS SPANNING ACCURACY LINES RIGID FRAMES STRUCTURES BEHAVIOUR LOADS SOLID SPANDRELS MEDIUM STRIP LOCAL...

...PR MUKHERJEE; RITZ GALERKIN; A COULL; HAMILTON © Thomas Telford and ICE 1975 STRATHCLYDE UNIVERSITY VIBRATIONS WALLS METHODS COLUMNS MEDIUM EQUATIONS TRANSVERSE RITZ GALERKIN INERTIA DYNAMICS FREQUENCIES INFLUENCE FORCES COUPLED FRAMES ANALYSIS PORTAL GOVERNING...

... FORMULATION BUILDINGS TRAPEZOIDAL PIERCED MEDIUM FORMS COUPLED FLEXIBLE STRESS SYSTEMS SUPPORTS COLUMNS LATERAL TRIANGULAR TECHNIQUES THEORY METHODS OPENINGS SOLUTIONS POLYNOMIAL Proc. Instn Civ. Engrs, Part 2, 1974,57, Dec., 595-618 7735 Desicgunrvfcoeosruplsehdear walls on flexible...

... LONGITUDINAL EFFECT FREQUENCIES INFLUENCE FLEXIBILITY BOUNDARIES COUPLED FLEXIBLE FOUNDATIONS MEDIUM ENERGY ROTATORY NUMERICAL MODES VERTICAL EQUATIONS CONDITIONS Proc. Instn. Ciu. Engrs, Part 2, 1974,51, Sept., 493-511 7720 Free vibrations of coupled shear walls on flexiblebases P. R...