...-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...

... 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...

...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...

...AW IRWIN; AEC ORD © Thomas Telford and ICE 1976 HERRIOT WATT UNIVERSITY CYCLIC SHEAR BEAMS UNITS CYCLES DEFLECTION CONNECTING LATERAL EQUIPMENT LOADS WALLS REINFORCED DEPTH STRESS PATTERNS SYSTEMS FORCES PROCEDURE TESTS COUPLING CONCRETE ELASTOPLASTIC SIMULATION...

...B STAFFORD SMITH; BS TARANATH ANALYSIS STRUCTURES LOADS OPEN SECTION STRESS CONNECTING FLOORS BEAMS TALL CORES TORSIONAL WARPING THEORY METHODS MODELS SLABS CONSTRAINED TORSION SUPPORTS STRUCTURAL DISPLACEMENT ROTATION MEMBERS EXPERIMENTS BEHAVIOUR The analysis...

... not only to balance the moving parts of the bridge, but throughout the travel also to act in combination with the external loading to achieve the most favourable possible loading to be overcome by the machinery. Connecting arms andracks 36. The connecting armslinking the span and top boomremain in tension...