...) m2-ml+m5-mlo+mg-m,=0 . . . . . (8) With regard to the elastic behaviour of the structure, solutions can readily be obtained bymeans of standard methods for the bending moments caused by the application of unit loads a t P,Q, and H respectively. Since the principle of superposition holds...

... NUMERICAL SHAKEDOWN ELASTIC PLASTIC BEHAVIOUR BENDING MOMENTS CURVATURE RELATIONS BROWN UNIVERSITY PROVIDENCE CAMBRIDGE UNIVERSITY SYMONDS ANDNEALON THE CALCULATION OF FAILURE LOADS 41 ON PLANE FRAMES UNDER ARBITRARY LOADING PROGRAMMES The Calculation of Failure Loads on Plane Frames under...

... 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...

...E FREYSSINET © 1950 Thomas Telford Ltd 1950 PRESTRESSED CONCRETE APPLICATIONS THEORY METHODS PRESTRESSING PRESTRESS CONTINUOUS STRUCTURES BEHAVIOUR PROPERTIES SAFETY MARGIN TRANSFORMATION LOADS DESIGN MAKING MANUFACTURE COLLOIDAL EMULSIONS PROBLEMS USE CABLES CREEP...

... PRESSURE EFFECT SHAPE SIZE VARIATIONS CHARACTERISTICS HIGH BEHAVIOUR NATURAL DISTRIBUTION GUSTS RESEARCH DESIGN © 1950 Thomas Telford Ltd 1950 JOURNAL OF THEINSTITUTION OF CIVIL ENGINEERS NO.3. 1949-50 JANUARY 1950 Paper No. 5757 (6 Wind Loads on Structures 'l by B ~ I C H ~ ERL...

...J F BAKER; D LEE; B F NEAL RECENT INVESTIGATIONS BEHAVIOUR STEEL FRAMES PLASTIC RANGE LOADS 540 CORRESPONDENCEON A REVIEW OF RECENT INVESTIGATIONS CORRESPONDENCE ON PAPERSPUBLISHED IN JANUARY 1949 JOURNAL. Paper No. 5702. 11 A Review of Recent Investigations into the Behaviour...

...H K W BLOOD © 1949 Thomas Telford Ltd 1949 ACCRETION EROSION BEACHES BEHAVIOUR TIDES MATERIALS FORCES WAVES PRESSURE MOVEMENT 230 RLOOD ONTHE ACCRETION A N D EROSION OF REACHES. P a p a No. 5706. ''The Accretion and Erosion of Beaches." By HENRYKENNETH WYKBHAMBLOOD. (Ordered...

... or for the opinions expressed in the Papers and Lectures published. MADE ANDPRINTED IN QREAT BRITAIN BY WILLIAM CLOVESANDSONS, LONDON AND BECCLES. LIMITED, © Thomas Telford Ltd 1949 RECENT INVESTIGATIONS BEHAVIOUR STEEL FRAMES PLASTIC RANGE ...

... HANGERS RIBS DAMPING CONFIGURATION AMPLITUDE FORCED ESTIMATES LOADING ESTIMATING TIES STRINGERS SLABS BEHAVIOUR NATURAL FREQUENCIES PROTOTYPES WITWATERSRAND UNIVERSITY UMHLATUZI ZULULAND SOUTH AFRICA AFRICA 50 OCKLLSTON ON THIE EFFECT OF S IATIC AND DYNAMICLOADS Paper...

...J F BAKER © Thomas Telford Ltd 1949 INVESTIGATIONS BEHAVIOUR STEEL FRAMES PLASTIC RANGE THEORY BEAMS PORTAL DESIGN SINGLE BAY LOADS FACTORS CONTINUOUS STANCHIONS BENDING CURVATURE LATERAL INSTABILITY CAMBRIDGE UNIVERSITY 188 BAKER ON A REVIEW O F RECENT...

...J F BAKER; C LILLICRAP; F A PARTRIDGE; A C VIVIAN; H L COX; W A MITCHELL; E H BATEMAN; A J S PIPPARD; A W HENDRY © 1949 Thomas Telford Ltd 1949 INVESTIGATIONS BEHAVIOUR STEEL FRAMES PLASTIC RANGE PORTAL LOADS AIRCRAFT SHIPS DESIGN METHODS MOMENTS TESTS 224 BAKER...

... in the universal flow formula ; it was easy to see that even an inadequate model might reproduce gauge relations correctly. The value of such a model for studying bed behaviour was small, and a reproduction of gauge relations with poorly assessed or unknown values of b and S was likely t o be achieved only after...

... : behaviour of thicksand-bed . . . . . . . . . 459 Behaviour of verylightsands . . . . . . . . . . . . . . . 466 Acknowledgement . . . . . . . . . . . . . . . . . . 469 INTRODUCTION. On the usual inclined foreshorethe approaching waves oause maximum sand agitation at their plunge-line ; and much study has...

... NUMERICAL APPLICATIONS CORRECTIONS STIFFENING TRUSSES VARIABLE MOMENTS INERTIA EFFECT HANGERS EXTENSIONS LATERAL WIND FORCES TOWERS APPLIED BENDING SERIES TRIGONOMETRY RELAXATION CALCULATIONS ELASTIC BEHAVIOUR © Thomas Telford and ICE 1947 ...

...D H LITTLE; E J EVANS © Thomas Telford and ICE 1944 STRESS DOCKS PROBLEMS BEHAVIOUR EARTH MASS METHODS DESIGN GEOLOGY BORING GROUND PRESSURE ELASTICITY EXPERIMENTS LITTLE AND EVANS ON STRESSES IN DOCKS. 75 Paper No. 5421. '' Stresses in Docks * By DONALDHAMISHLITTLE,BSc...

...C E REYNOLDS STEEL HIGH YIELD STRESS COLUMNS BEAMS REINFORCEMENT BEHAVIOUR CONCRETE ECONOMICS STRENGTH PROPERTIES STRAIN HARDNESS TWISTING BONDS TESTS WORKING COMPRESSION DESIGN © Thomas Telford and ICE 1944 OF JETTIES IN EXPOSED ROADSTEADS. 227 points where there may...

...J M LACEY; P CLAXTON SILT RIVERS BEHAVIOUR HYDRAULICS DEPOSITS EROSION VELOCITY RAVI RIVER INDIA ASIA © Thomas Telford and ICE 1943 344 CORRESPONDENCE ON HYDRO-ELECTRIC DEVELOPMENT. Mr. Whitcher had givenavaluable summary of the transmission problem...

...E VOLTERRA; J F BAKER; J W RODERICK; G WINTER © Thomas Telford and ICE 1943 EXPERIMENTS METALLIC BEAMS BENDING ELASTIC LIMITS BEHAVIOUR STRUCTURES PLASTIC THEORY DESIGN LOADS DEFORMATION HARDENING BEAMS MOMENTS CURVATURE STRESS EMERGENCY. SOURCES O F WATER SUPPLY...

...D F F BREWESTER © Thomas Telford and ICE 1943 SIPHONS SYSTEMS DRAINAGE TRENCHES AIR RAIDS SHELTERS DIAMETER SMALL PROBLEMS GRAVITY BEHAVIOUR PIPES ON METALLIC BEAMS. 19 N. H. Zhudin. Cakul des portiques en acier en tenant compte &a dijor- mationsplastiques. L Ossature...

...P CLAXTON © Thomas Telford and ICE 1943 INFLUENCE SILT RIVERS BEHAVIOUR LOADS EROSION BANKS GROYNES CREEKS STREAMS EARTH SAND EROSION INDUS RIVER PAKISTAN CLAXTON ON INFLUENCE OF SILT ON RIVER BEHAVIOUR. 183 Paper No. 5319. Influence of Silt on River Behaviour...