... ANALYSIS TESTS BEAMS DUPLEX LOADS EXPERIMENTS BENDING FINITE ELEMENTS COMPRESSIVE GFRP GLASS FIBRES REINFORCED SANDWICH FLANGES ACTION INDENTS FOAM SHUTTERING FAILURES FLEXURAL CRUSHING WEBS SHEAR BEHAVIOUR PREDICTION RIGIDITY CAPACITY REINFORCEMENT STRENGTH MATERIALS PREPREG...

...P ANDREU; H DUTTON; C MAZELET ROOFS STATIONS AIRPORTS RAILWAYS TGV GLASS STEEL DESIGN ARCHITECTURE ENGINEERING STRUCTURES TRUSSES INVERTED BOWSTRING CROISSANT TIES SPRINGS PRESTRESSED LATERAL GLAZING FABRICATION ERECTION JOINT VENTURES BEAMS TIE BEAMS NAPPE LOADS...

... ORGANISATIONS TALL SULPHUR WIND CROSSWINDS VORTICES EXCITATION RESPONSES BRICKWORK BRICKS GRP GLASS REINFORCED PLASTIC ACID BOLTS CONNECTIONS PRITCHARD 70 used liners made upof short sections, each tele- scoping into the section above and supported by the concrete shell (Fig.1).In Germany...

... reasons,namely from shrapnel, links atmoment connections can substantially glass or other secondary missiles. enhance theperformance of concrete buildings 85. I fully agree wih the picture which at virtually no increasein cost. Contractors emerges on structural design. Itis perhaps illu- usually donot...

... they overcame it? 4. Obviously there are maintenance problems with the internal roughcast glass, and access cannotbe easy with all the plantingin position. Was there a specific reason forthe reduction of light into the building? Was the use of laminated glass, withsmooth surfaces on both faces,considered...