... the effect of an elastic foundation on the stiffness of members of a rigid frame, and draws attention to the critical influence of foundation conditions on moments in members near the foundation. This is illustrated by consideration of a roofed water reservoir, designed as a box culvert, assuming...

... analysis and testson small specimens ; after all, the mathematical computation of moments involved only the geometry of bent lines with rigid intersections. The designerof actual concrete structures hada t least threevery important factors to consider, which were not mentioned in the Paper. In the first...

... by the simple example shown in Pigs I . The portal frame with rigid joinba and built-in stanchions (Pigs I ) is supposed to be subjected to a definiteloadingcycle. In Pig. I (a) horizontal and vertical loads of equal magnitude are applied, leading to rotations a t three plastic hinge-shown by the black circles...

... load may be applied. A general method for analysing framed structures of mild steel, under arbitrary loading programmes, is presented. A two-bay portal frame with rigid joints, subjected to three independent forces, is taken as the basis for discussion, and a complete numerical analysis of the “shake...

... BEHAVIOUR RIGID FRAMES MECHANISMS LOADS CORRESPONDENCE ON WELDHEIDGHWBARYIDGES 393 The Authors thanked Mr Brueton for pointing out an error 1 in Pig. 9, where, under Load Type I1 , the number of stress-cycles had been printed as 6 X 105 instead of 1 X 105. With regard to the dependable shear...

... INSPECTION METHODS ERECTION MAINTENANCE AESTHETICS GRADING LOADING PROPERTIES HIGH TENSILE FLANGES WEBS RIGID FRAMES COMPOSITE WELDS PAINT COATINGS SINGLE SPAN TWO SPAN THREE SPAN © 1950 Thomas Telford Ltd 1950 BRAITHWAITE ANDDAVIES ON WELDED HIGHWAY BRIDGES 109 Paper No. 5758...

... HAM RIVER UK TURKEY CHINA © 1950 Thomas Telford Ltd 1950 BEARING CAPACITY SCREWPILES SCREWCRETE CYLINDERS SCREWS PILES MODELS EXPERIMENTS LOADING TESTS SETTLEMENT THEORY DRIVING TORQUE COEFFICIENTS EARTH PRESSURE SCREWING SAND CLAYS FAILURES RIGID BODIES...

... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 488 488 489 Rigid pavements . . . . . . . . . . . . . . . . . 489 .Double-slapbavements Flexible pavements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 490 490 . . . . . . ..Pre-stressedconcrete pavements . . . . . . . . . . . . 490 . . . . . .Effects on runways of jet engines .491...

...J L MATHESON; L A BEAUFOY; H J COWAN © Thomas Telford and ICE 1948 MOMENTS DISTRIBUTION APPLIED RECTANGULAR RIGID SPACE FRAMES TORSIONAL RIGIDITY STIFFNESS REINFORCED CONCRETE BEAMS EFFECTS IN DAMS, PARTICULA4RTO ASWAN DAM. 415 or gate wells) in the Paper; the omission...

... Applica.tion of the method to the solution of problems concerning the bearing pressure of circu]ar areas . . . . . . . . . . . . . . . 158 Result of application to the problem of a rigid circular disk at surface 169 Cases of loaded rigid disks at. various depths. 162 Applicability of the method to other...

... and theadditional material w&q concrete, the sliding joint on non-corrosiveplates was the safer alternative. Paper No. 5558. Moment Distribution Applied to Rectangular Rigid Space frames." By JAMELSOUIS&THESON, M.B.E., Ph.D., A.M.I.C.E. (Ordered by the Couwil to be published with written discussion.)t TABLE...

...J L MATHESON; R J CORNISH; A J FRANCIS; S J MAZUR; E SHEPLEY © Thomas Telford and ICE 1945 PROBLEMS SWAY COMPLICATED RIGID FRAMES METHODS CALCULATIONS DEFORMATION EQUATIONS STRUCTURAL ANALYSIS MOMENTS DISTRIBUTION MULTI STOREY SLOPING LEGS CORRESPONDENCE ON DREDGING...

...J L MATHESON PROBLEMS RIGID FRAMES BRIDGES SWAY METHODS TRUSSES VIERENDEEL STRESS REINFORCED CONCRETE STEEL STRUCTURES © Thomas Telford and ICE 1945 MATHESON ON THE PROBLEM OF SWAY IN COMPLJCATEDRIGIDFRAMES. 99 Paper No. 5442 1 The Problem of Sway in Complicated Rigid...

...J C RICHARDS © Thomas Telford and ICE 1937 STRESS THREE DIMENSIONAL RIGID JOINTED FRAMEWORK METHODS SYSTEMATIC RELAXATION CONSTRAINTS STRUCTURES PROBLEMS STEEL COLUMNS GIRDERS LOADING FLEXURAL TORSIONAL RIGIDITY LOADS FRAMES YOUNGS MODULUS RATIOS SHEAR TORSION...