...J G WELSH 562 WELSH ON MOMENT DISTRIBUTION I N Paper No. 5792 " Moment Distribution in Structures on Elastic Foundations " bY JOHNGRAHAMWELSHB, .Sc., A.M.I.C.E. t(Ordered by the Council to be published with written discu.ssio,i) INTRODUCTION THEPaper presents a simple method for including...

...P J CARROLL © Thomas Telford and ICE 1951 FACTORS SAFETY APPLIED REINFORCED CONCRETE DESIGN APPLICATIONS RATIOS DEAD LIVE LOADS VARIATIONS REDUCTION BEARING STRUCTURES MATERIALS CRACKING DEFLECTION CARROLL OTNHFEACTOOSRAFFETY AS APPLIED TO REINFORCED-CONCRETEDESIGN 491...

...B G NEAL; P S SYMONDS; R G ROBERTSON; W BACON; J V DU PLESSIS JOURNAL OF THEINSTITUTION OF CIVIL ENGINEERS No. 8, OCTOBER 1951 : SUPPLEMENT CORRESPONDENCE ON PAPERSPUBLISHED IN NOVEMBER 1950 JOURNAL Paper No. 5772 The Calculation of Collapse Loads for Framed Structures -f by BERNARGDEORGENEAL...

...B G NEAL; P S SYMONDS; R G ROBERTSON XXXiV CORRESPONDENCEONAMETHODFORCALCULATINGTHE That equation led to : which was the economical temperature a t which to join sections of the pipe-line. Paper No. 5801. A Method for Calculating the Failure Load for a Framed Structure subjected to Fluctuating...

...A G PUGSLEY; W H CLANVILLE; A A L BAKER; F G THOMAS; W TYE; M R HORNE; T P O SULLIVAN; G W ROOKE; K HAJNAL KONYI; N G SIMPSON; J D NORTH; P B WALKER © Thomas Telford and ICE 1951 SAFETY STRUCTURAL ENGINEERING RISKS FAILURES STRUCTURES AIRCRAFT STATISTICS AERONAUTICS FACTORS...

... TESTS METHODS MEASUREMENT STRAIN GAUGES MACHINERY INSTRUMENTATION SIMULATION LOADS DEFORMATION MEMBERS HINGES RECTANGULAR SECTIONS SHEAR EXPERIMENTS ANCHORAGES STRUCTURAL STRUCTURES CARRYING CAPACITY 262 BAKER ON RECENT RESEARCH I N REINPOECED STRUCTURALAND BUILDING...

...B G NEAL; P S SYMONDS Synopsis When a rigidly-jointed framed structure is subjected to several loads, each of which can vary independently of the other loads between prescribed limits, a type of failure termed incremental collapse may have to be considered. As the loads vary...

... 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...

...B G NEAL; P S SYMONDS Synopsis The Paper presents a new method for the determination of the collapse load for structures of any degree of complexity by a simple routine analysis. The method is limited only by the time which would be taken in the analysis for a large frame. It is shown, however...

...M R HORNE; R M HAYTHORNTHWAITE; P S SYMONDS; R G ROBERTSON; R W STEED; B G NEAL; A L L BAKER; H PARLAND © 1950 Thomas Telford Ltd 1950 PLASTIC THEORY STRUCTURES FRAMEWORK FAILURES MODES COLLAPSE DEFLECTION DEFORMATION REINFORCED CONCRETE ANALYSIS STATIC INDETERMINATE...

...M R HORNE; I H PHILLIPPS; S K GHASWALA; L R ROBERTSON WIND LOADS STRUCTURES EFFECT VELOCITY © 1950 Thomas Telford Ltd 1950 CORRESPONDENCOEN WIND ROADS ON STRUCTURES 357 CORRESPONDENCE ON PAPERSPUBLISHED IN JANUARY 1950 JOURNAL Paper No. 5757 Wind Loads on Structures 7...

...M R HORNE Synopsis According to the plastic theory, the collapse load of a ductile structure in the absence of instability due to axial stresses may be predicted by reference solely to the requirements of statical equilibrium. Since it is found unnecessary to consider the behaviour...

...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...

... over the wind front and fluctuate rapidly, and the pressures actually recorded may act on only a small area of a structure and for only a few seconds. Hitherto, practically no attention has been given to the time effect, and an attempt is made in this Paper to estimate the probable damage inflicted...

...F M LEA; N DAVEY; L J MURDOCK; T H CARR; J TUCKER, JUNIOR; H L KENNEDY; D KENNEDY; R B KIRWAN © 1949 Thomas Telford Ltd 1949 DETERIORATION CONCRETE STRUCTURES CEMENT OPC ORDINARY PORTLAND SULPHATES RESISTING CORROSION AIR ENTRAINMENT REINFORCED COOLING TOWERS CALCITE...

... Telford Ltd 1949 DETERIORATION CONCRETE STRUCTURES ...

...W HUNTER ROSE; H E STRATTON; F M LEA; N DAVEY © 1949 Thomas Telford Ltd 1949 DETERIORATION CONCRETE STRUCTURES 522 CORRIGENDA. b CORRIGENDA. May 1949 Journal. ".p. 245, line 5. For " 14March " read " 15 March ".p. 288,linq20. For " points " read " joints ". p. 290, line 7...

... of a series of lantern slides, said that in any collection of information on the deterioration of concrete much could be gained from properly authenticated experiences of the behaviour of concrete structures. Probably avolume of information in the hands of individual engineers was not known to engineers...

...F M LEA; N DAVEY © 1949 Thomas Telford Ltd 1949 DETERIORATION CONCRETE STRUCTURES MATERIALS MIXES PORE WATER CEMENT RATIOS AGGREGATES AIR ENTRAINING INTERNAL CHANGE THERMAL MOVEMENT DRYING SHRINKAGE REVERSIBLE WETTING FROST ATTACK CORROSION REINFORCEMENT EROSION...

...R G ROBERTSON; V A MURPHY; LAUGHARNE THORNTON; D L THORNTON; J B WILSON 4VJ CORRESPONDENCE ON THE EARTHQUAKE-RESISTANT CORRESPONDENCE ON PAPERSPUBLISHED IN JANUARY 1948 JOURNAL. Paper No. 5381. I Earthquake-resistant Structures : the Seismic Factor and the Use of Reinforced Brickwork in Quem...