DEFLEXION CONTROL IN THE NON-LINEAR DESIGN OF CONTINUOUS CONCRETE BEAMS.

Keywords: WATERLOO UNIVERSITY, DEFLECTION, CONTROL, NON LINEAR, DESIGN, CONTINUOUS, CONCRETE, BEAMS, SIMPLIFIED, METHODS, LIMIT STATE, LIMIT EQUILIBRIUM, LOWER BOUNDS, COLLAPSE, LOADS, FACTORS, PLASTIC, HINGES, MOMENTS, ELASTIC, EQUILIBRIUM, SERVICEABILITY, LINEAR, REDISTRIBUTION, CODES, FORMULAE, STANDARDS, CRACKS, WIDTH, SERVICE, STRESS, CALCULATIONS, MAXIMUM, EFFECTIVE, CONTROL