... 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...

... DRIVING MECHANISMS PRESSURE CELLS FOUNDATIONS TESTS 374 CORRESPONDENCE ON THE BEARINCGAPACITY OF CORRESPONDENCE ON A PAPERPUBLISHED I N MARCH 1950 JOURNAL Paper No. 5741 he Bearing Capacity of Screw Piles and Screwcrete Cylinders 1- by GUTHLACWILSON,S.M., B.Sc. (Eng M.I.C.E. Correspondence Mr...

... which are of fundamental importance in the plastic theory of structures. © 1950 Thomas Telford Ltd 1950 PLASTIC THEORY STRUCTURES COLLAPSE LOADS DUCTILITY FORCES PLASTIC HINGES MECHANISMS DEFLECTION DEFORMATION CONDITIONS EQUILIBRIUM RATIOS BENDING MOMENTS 174 HORNE...

...A S THOM Synopsis. The model was constructed to horizontal and vertical scales of 1 : 5,280 and 1 : 115 respectively, and the bed was finished with a layer of cement-sand mortar. Tides were generated by a displacer, moved by mechanism designed on the principle of Lord Kelvin's tide-predicting...

...H R LUPTON © Thomas Telford Ltd 1949 PUMPING MACHINERY MECHANICAL DEVICES RAISING FLUIDS POWER DRIVING PUMPS MECHANISMS STEAM ENGINES ELECTRIC HYDRAULIC IMPELLERS VELOCITY ENERGY SOURCES PLANT POLICIES ECONOMICS LTJPTON ON PUMPING MACHINERY. 291 THE DUGALD CLERK...

...C JAEGER © Thomas Telford and ICE 1948 WATER HAMMER EFFECT POWER CONDUITS ACCIDENTS HAMMERS PIPES FAILURES MECHANISMS VIBRATIONS RESONANCE AUTO OSCILLATION 334 CLOKENAENYING OF FILTER SANDS. sands are graded hydraulically to the top of the bed and form patches which, under...

...A R COLLINS © Thomas Telford and ICE 1944 DESTRUCTION FROST CONCRETE FAILURES MECHANISMS EXPERIMENTS DAMAGE PREVENTION WATER CEMENT RATIOS AGGREGATES ADMIXTURES USAGE LOW QUALITY MATERIALS WEATHER WET DRY ICE STRENGTH POROSITY RESISTANCE CONTROL MOISTURE COLLINS...

... LATERAL SURFACE DRAINS SLIDES BORING DRAINAGE BOREHOLES FISSURES FAILURES PLASTIC LIMITS SLOPES RETAINING WALLS POROUS PIPES MECHANISMS BLUE CLAY RUBBLE HERNE BAY KENT ENGLAND UK DISCUSSION ON CLIFF-STABILIZATIONWORKS IN LONDON CLAY. 427 Discussion. The Author...

... MECHANISMS MIX FREQUENCIES IN SITU ACCELERATION VIBRATED CUBES AMPLITUDE RIGIDITY FACTORS AGGREGATES 336 DISCUSSION ON VIBRATION I N PRE-CASTING OF CONCRETE. Discussion. TIE Author. The AUTHORshowed a cinematograph film of concrete being consolidated a t 3,000 vibrations per minute...