...G MULLER; G I B RANKIN; HENNEBIQUE © Thomas Telford and ICE 1991 QUEENS UNIVERSITY BELFAST HENNEBIQUE SYSTEMS BUILDINGS REUSE STRUCTURES REINFORCEMENT BARS LAYOUT SHEAR RESISTANCE ENHANCED BEAMS SLABS TRUSSES MODELS STRESS TRAJECTORY SHALLOW ANGLES BENT MECHANISMS...

... 90'to assumed fixlry level Fig. 2. Typical section through trunkway approach 271 SAINSBURY AND KING but the pipeways are of open construction, consisting of steel bents at 50 ft centres: a typical bent is shown in Fig. 2. 3. The resonant excitation of structures in air due to vortex shedding has long...

...N S TRAHAIR; M R HORNE; A N PROCTER; R H WOOD; BRS © Thomas Telford and ICE 1963 MANCHESTER UNIVERSITY BUILDING RESEARCH STATION BRS ULTIMATE LOADS CARRYING CAPACITY SLENDER STANCHIONS BENT DESIGN METHODS TORSIONAL ELASTIC COLUMNS Discussion on Paper No. 6.502...

...N S TRAHAIR © Thomas Telford and ICE 1961 SYDNEY UNIVERSITY ULTIMATE LOADS CARRYING CAPACITY SLENDER STANCHIONS BENT AXIS MAJOR ELASTIC ANALYSIS CURVATURE INSTABILITY YIELD PERFECT FAILURES PREDICTION INITIAL AXIAL ECCENTRICITY THEORY SLENDERNESS IMPERFECTIONS...