EFFECT OF A SINGLE DEEP BEAM ON TWIN SHEAR WALLS WITH RATIONAL COUPLIN G.

Keywords: HONG KONG UNIVERSITY, BEAMS, DEEP, SINGLE, TWIN, SHEAR, WALLS, RATIONAL, COUPLING, METHODS, ANALYSIS, EFFECT, STIFFENED, FLEXIBLE, RIGID, FOUNDATIONS, STRUCTURES, CONTINUUM, HEIGHT, STRUCTURAL, BEHAVIOUR, COUPLED, INSTALLATION, FORCES, TECHNIQUES, LATERAL, LOADS, INTERNAL, DRIFT, LOCATION, OPTIMUM, REDUCTION, MAXIMUM, BENDING, MOMENTS, LINTELS, BOUNDARIES, CONDITIONS, NUMERICAL