...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 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...

...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 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...

...J F BAKER © Thomas Telford and ICE 1940 RESISTANCE COLLAPSE STRUCTURES AIR ATTACK STEEL REINFORCED CONCRETE TALL MULTI STOREY BUILDINGS FACTORIES FRAMED WALLS BEARINGS FRAMES STRESS BOMBS DAMAGE BOMBING BAKER ON RESISTANCE TO COLLAPSE OF STRUCTURES. 481 TheResistance...