...M M ALLAM; K S SUBBA RAO; B V V SUBRAMANYA; WINKLER FRAMES SOILS INTERACTION SPRINGS WINKLER SPRINGS MODELS SUPPORT LINEAR ELASTICITY FRAMED SOIL STRUCTURE ANALYSIS ELASTIC HALF SPACE CONTINUUM BEAMS FOUNDATIONS RELATIVE STIFFNESS RATIOS VARIATIONS INTERACTIVE OPEN PLANE...

...LJ MORRIS; JA PACKER © Thomas Telford and ICE 1984 MANCHESTER UNIVERSITY TORONTO UNIVERSITY BEHAVIOUR DESIGN STEEL HAUNCHED PORTAL FRAMED KNEES FRAMES HAUNCHES EXPERIMENTS EAVES REGIONS TESTS FAILURES SIMULATION TESTING PERFORMANCE CONSTRUCTION RESEARCH ENDS...

...M S GREGORY; A BOLTON; A JENNINGS © Thomas Telford and ICE 1967 HERIOT WATT UNIVERSITY QUEENS UNIVERSITY BELFAST FRAMED PROBLEMS PIN ENDED STABILITY ROOTS BUCKLING STRUCTURES FRAMES FORMULATION ANALYSIS METHODS INSTABILITY STRUTS ELASTIC LATENT COLLAPSE...

...M S GREGORY; EULER TASMANIA UNIVERSITY FRAMED STRUCTURES INSTABILITY PROBLEMS FRAMES ELASTIC LOADS IMPERFECTIONS DEFORMATION POST YIELD NUMERICAL TECHNIQUES DIGITAL COMPUTERS PROGRAMS BUCKLING STIFFNESS MATRICES MATRIX METHODS DEFORMATION COLUMNS PIN ENDED DESIGN...

...M HOLMES; B S SMITH; R J MAINSTONE; R H WOOD; S SACHANSKI; BRS DISCUSSION ON STEEL FRAMES WITH BRICKWORK AND CONCRETB INFILJJNG 93 Paper No. 6501 Steel frames with brickwork and concrete infilling? by Macloh Hohea, PhD., B.Sc., A.M.I.C.E. Discussion Mr B. S. Smith (Lecturer in Civil Engineering...

... the last plastic hinge is formed in a collapsing framed structure. No new theory is presented, but it is shown that the use of the equation of virtual work leadsto simple calculations, and that slope-deflexion equations or other conventional methods of analysis need not be used. The technique...

..., Departmentof Civil Engineering, Imperial College SYNOPSIS The stresses in a simply-stiff framework depend onlyon its geometry and on the loading; displacements of such a frame are thengoverned by the elastic properties of its component members. In a redundant frame both the stresses and displacements depend...

...L R CREASY; D H LEE; G P MANNING; C A WALES; C S GRAY; J J SPYRA; J SRRINGFIELD; A V HOOKER; J N LOWE; M W LOW; K HAJNAL KONYI; E G TRIMBLE; A H BROWN; I COLLIN; F R BULLEN; A W HILL; G M MILLS; STAN © Thomas Telford and ICE 1959 ECONOMICS FRAMED STRUCTURES FRAMES COSTS BEAMS...

...L R CREASY © Thomas Telford and ICE 1959 MINISTRY OF WORKS ECONOMICS FRAMED STRUCTURES FRAMES PROBLEMS STRUCTURAL PLANNING SOLUTIONS CHARACTERISTICS COSTS MATERIALS CONTENT PROPORTIONS SHEDS SIMPLE FRAMEWORK ROOFS LARGE SPANS PORTAL MULTI STOREY DESIGN Paper...

...J HEYMAN © Thomas Telford and ICE 1959 CAMBRIDGE UNIVERSITY AUTOMATIC ANALYSIS STEEL FRAMED STRUCTURES FIXED FRAMES VARIATIONS LOADS METHODS DESIGN SHAKEDOWN CALCULATIONS COMBINATIONS Paper No. 6312 AUTOMATIC ANALYSIS OF STEEL-FRAMED STRUCTURES UNDER FIXED AND VARYING...

...F WALLEY; H C ADAMS © Thomas Telford and ICE 1956 PRESTRESSED CONCRETE BUILDINGS FRAMES STRUCTURES PORTAL LEGS BEAMS STOREYS REINFORCED COLUMNS DESIGN ERECTION FRAMED TENDONS TALL MULTI STOREY CONSTRUCTION STEELWORK KILBURN LONDON UK l 0 WALLEY AND ADdMS...

...N N B ORDMAN; I S S GREEVES © Thomas Telford and ICE 1954 PORT OF LONDON AUTHORITY DESIGN CONSTRUCTION PRESTRESSED CONCRETE FRAMED TRANSIT SHEDS RECONSTRUCTION PLANNING SUPERSTRUCTURES COSTS HISTORY SHEETING FOUNDATIONS VAULTS PORTAL FRAMES QUAYS PILING RAFTERS...

...A L L BAKER; G A WILSON; A J HARRIS; H ALLEN; C PEEL; A GOLDSTEIN; J A DERRINGTON; F WALLEY; J A WILLIAMS; D H NEW 434 DISCUSSION ON PRESTRESSED CONCRETE FRAMED permission to publish thisPaperandtothe Directors ofMessrs John Mowlem & Co. Ltd, for making available certain records and information...

...M R HORNE © Thomas Telford and ICE 1954 ANALYSIS DESIGN STRUCTURES PLASTIC THEORY MOMENTS DISTRIBUTION METHODS FRAMED PLANE FRAMES LOADS COLLAPSE CALCULATIONS HORNEON A MOMENT DISTRIBUTIONMETHODFOR THE ANALYSIS 51 AND DESIGN OF STRUCTURESBY THE PLASTICTHEORY STRUCTURAL...

... to the calculated plastic collapse loads. It was therefore possible to formulate the plastic design problem as followed. For a given frame and loading it was required to find the correct collapse mechanism and also the corresponding collapse load. In the Papeirt was pointed out that,for a given frame and loading...

...B G NEAL; P S SYMONDS © Thomas Telford and ICE 1952 CALCULATIONS PLASTIC COLLAPSE LOADS FRAMED STRUCTURES METHODS BEAMS EQUATIONS BENDING MOMENTS DISTRIBUTION PLASTIC STRESS 58 NEAL AND SYMONDS ON THE RAPID CALCULATION OF THE STRUCTURAL AND BUILDINGENGINEERINGDIVISION...