... ISOTROPY CONNECTIONS SLIP STEEL STRESS ORTHOTROPIC SUPPORTS EFFECTIVE BEAMS INTERACTION CONTINUOUS REPRESENTATION EXPONENTIAL APPLIED ASYMMETRIC POINTS EXPLICIT MODULUS ELASTIC CONNECTORS FLANGES TWO SPAN POINTS On the influence curves for effective widths in non-prismatic...

... the software be now available. 99. Dr Jenkins and Mr Gangopadhyayhavecommented ontheassumption of isotropy, and I have already pointed out that there is no difficulty in applying an orthotropic analysis, and cost is certainly not an obstacle. On other matters concern- ing the analysis, a 9 X 9 mesh is used...

...GG APERGHIS FILL SLABS DRAWINGS PROGRAMS REINFORCED CONSTRUCTION FINITE ELEMENTS TREATMENT PRESTRESSING COSTS SIMPLE COMPOSITE BEAMS ISOTROPY STRUCTURAL FORCES BRIDGES AUTOMATION ANALYSIS PRESTRESSED SAVINGS METHODS PLACING PROCEDURE MINIMISATION SUPPORTS PRECAST...