...P E KASSABIAN; Z YOU; S PELLEGRINO © Thomas Telford and ICE 1999 FLINT & NEILL CAMBRIDGE UNIVERSITY STRUCTURES ROOFS RETRACTABLE LATTICE BEAMS JOINTS CYLINDRICAL PANELS MEMBRANES FOLDING DESIGN KINEMATICS SHAPE BUILDINGS FRAMEWORK PROPERTIES TWO DIMENSIONAL RODS...

...R P JOHNSON; J CAFOLLA © Thomas Telford and ICE 1997 WARWICK UNIVERSITY WEBS CORRUGATED PLATES BUCKLING FLANGES LOCAL STEEL COMPOSITE COMPRESSION FLEXURAL BEHAVIOUR SHAPE CORRUGATION COMPRESSED CLASSIFICATION SLENDERNESS FINITE ELEMENTS ANALYSIS TESTS LABORATORIES...

... FREQUENCIES FINITE ELEMENTS MODELS MODELLING BEHAVIOUR ANALYSIS IMPULSES LOADS RESONANT SEPARATION VIBRATIONS MODES SHAPE EFFECT SPANDRELS WALLS GRANULAR BACKFILL FILL EXTRADOS DEFECTS DETECTION VOIDS CROWNS FREQUENCIES FUNCTIONS FRF STRUCTURAL INTEGRITY STRUCTURES MONITORING...

...H FESSLER; T H HYDE; Y A KHALID © Thomas Telford and ICE 1996 NOTTINGHAM UNIVERSITY JOINTS YT JOINTS CORNERS BRACES ADJACENT EFFECT STRENGTH STATIC TIN LEAD ALLOYS T BRACES Y BRACES T JOINTS Y JOINTS MODELS TESTS LOADING LOADS SHAPE GEOMETRY OFFSHORE STRUCTURES...

...H FESSLER; T H HYDE; Y A KHALID © Thomas Telford and ICE 1996 NOTTINGHAM UNIVERSITY JOINTS T JOINTS Y JOINTS TUBULAR STATIC STRENGTH LOADING BENDING COMBINED AXIAL TIN LEAD ALLOYS MODELS LOADS PURE COMPRESSION TENSION GEOMETRY MODELLING BRACES PROPORTIONAL SHAPE...

... Electricity developed bythe CEGB, some of which are Generating Board. It was known that a number thought to be unique to this form of con- of towers exhibited shape imperfectionsof con- struction. The design and constructioonf siderably larger radial displacement than those external mantles around existing...

... of research which has resultedin a published book. The work carried ouotn a Dr Leach cladding panel (a multi-degrefereedom system) Dr Bangash has raised a numbeorf points in has been modified by assuming a serieosf his contribution.Many of these, however, relate orthogonal shapes, and equations havebeen...

... ASSESSMENT METHODS SHAPE IMPERFECTIONS CIRCUMFERENTIAL DEFORMATION BUCKLING STABILITY FINITE ELEMENTS WIND LOADS WATER REINFORCED CONCRETE WEST BURTON RATCLIFFE UK Structural deficienciesof natural draught cooling towersat UK power stations Part 2: surveying and structural...