...M HOLMES; D HINDSON; M GRANT © Thomas Telford and ICE 1980 KYLE STEWART STRUCTURAL BEARING LOCATION CONNECTIONS STANDARDS SLEEVES BEHAVIOUR FALSEWORK SPIGOTS LENGTH ENDS CONNECTORS LOADS JOINTS SOCKETS EFFECTIVE PINS Proc. lmrn Ciu. Engrs, Part 2, 1980,69, June...

...HB HARRISON Proc. Insrn Ciu. Engrs, Part 2, 1978, 65, June, 283-298 Post-buckling behaviour of elastic circular arches Three circular, pin-based arches have been subjected to accurate, second-order elastic analyses in order to study their post-buckling behaviour. Two low-rise arches anodf one full...

... FRAMES COMBINATIONS WARPING LINKAGES METHODS ASSEMBLY PROBLEMS FLOORS INFLUENCE TALL METHODS TECHNIQUES MATHEMATICS WALLS ELEMENTS BENDING PINS THREE DIMENSIONAL SYSTEMS SHEAR SLABS 7560 Structural analysis of tall concrete buildings A. COULL, BSc(Eng),PhD, MICE, MIStructE, FRS * B...

... can usually be neglected by comparison with movements due to insulator swing. The analysis given enables a precise breakdown of the cable force system, and theloading it imposes on the tower cross arm to be obtained. (2) Cablesfastened to capand pin-type insulators. The analysis for this form...

.... The value adopted for Young's modulus was28.5 X 106 lb. per square inch. The practical implementation of the theoretical " pin " joints required a t apex and bases was the provision of ('rocker " joints which are described in the section on " Construction " (Pigs 3, Plate 2). Gable-End Columns The gable-end...