... INVESTIGATIONS AXIAL ECCENTRIC RATIOS REINFORCEMENT ASSESSMENT CODES PRACTICE RULES BUILDINGS STRUCTURES SLENDER MOMENTS ADDITIONAL ELASTIC PLASTIC LIMITS STANDARDS LONG TERM REDUCTION FACTORS Design of normal- and high-strength concrete columns Proc. Instn Civ. Engrs Structs & Bldgs, 1999...

... INVESTIGATIONS BEHAVIOUR AMBIENT BARE FLUSH BEAM TO COLUMN FAILURES MECHANICS CODES DESIGN MATHEMATICS CHARACTERISTICS SOFTWARE FRAMES RESPONSES TESTING NUMERICAL ANALYSIS DEGRADATION MEMBERS INSTRUMENTS INSTRUMENTATION DISPLACEMENT CURVES STIFFNESS CAPACITY PERFORMANCE STEEL STRENGTH...

...R P OJDROVIC; M S ZARGHAMEE; CHARPY EARTHQUAKES STEEL FRACTURE MOMENTS CONNECTIONS BRITTLE FRAMES FAILURES MODES WELDS DEFECTS TOUGHNESS TESTING TESTS REPAIRS DESIGN LOADS SEISMIC INVESTIGATIONS THREE DIMENSIONAL DYNAMIC ANALYSIS INSPECTION CRACKS COLUMNS FLANGES WEBS...

... ROOFS STRUCTURES REINFORCED PRECAST CONCRETE PILED FOUNDATIONS CONSTRUCTION CLIENTS BRIEFS CONCERTS THEATRES EXHIBITIONS CONFERENCES FACILITIES ACOUSTICS DESIGN CYLINDRICAL DRUMS TENDERS CONTRACTS PROCEDURE SOILS INVESTIGATIONS PILING PILES SUPERSTRUCTURES SUBSTRUCTURES...

... An investigation into the behaviour of backfilled arch bridges, using a smallscale model, is described. Zones of arch theoretical gate many techniques variables can be quickly usedto investiand cheaply, such Written disqssion closes IdJanuary 1995 analyses are limited in their usefulneosns a n d fill displacement...

... traffic movements in the shortest possible time commensurate with the costs involved. However, it was apparent fromthe outset that there was no obvious course of action that would ensure that these objectives were realized. This Paper describetshe investigations carried out to ascertain the extent...

...Y DAOU; B HOBBS © Thomas Telford and ICE 1992 SHEFFIELD UNIVERSITY EXPERIMENTAL INVESTIGATIONS POST TENSIONED BRICKWORK FINS WALLS MODELS BEHAVIOUR EXPERIMENTS TESTS CANTILEVER LINEAR SCALE RATIOS LOADS DEFLECTION UNBONDED BARS TENDONS MODES FAILURES PRESTRESSING...