...M M ALLAM; K S SUBBA RAO; B V V SUBRAMANYA; WINKLER © Thomas Telford and ICE 1991 INDIAN INSTITUTE OF SCIENCE MS RAMAIAH INSTITUTE OF TECHNOLOGY FRAMES SOILS INTERACTION SPRINGS WINKLER SPRINGS MODELS SUPPORT LINEAR ELASTICITY FRAMED SOIL STRUCTURE ANALYSIS ELASTIC HALF...

...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...

...J HEYMAN © Thomas Telford and ICE 1961 CAMBRIDGE UNIVERSITY ESTIMATING DEFLECTION FRAMED STRUCTURES EQUATIONS VIRTUAL WORK PLASTIC HINGES FORMATION COLLAPSE PARTIAL MECHANISMS CALCULATIONS SIMPLE METHODS BEAMS FIXED PORTAL SINGLE STOREY ANALYSIS SINGLE BAY LOADS...

..., 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...

...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...

...N N B ORDMAN; I S S GREEVES ORDMAN AND GREEVES ON PRESTRESSED CONCRETE FRAMED 409 TRANSIT SHED FOR THE PORT OF LONDONAUTHORITY STRUCTURAL AND BUILDING ENGINEERING DIVISION MEETING Professor A. J. S. Pippard, Member, Chairman of the Divisional Board, in the Chair 9 March, 1954 The following Paper...

... of the requirements of strain compatibility, and hence the postulated state of stress will not usually be one which can occur in practice. This principle is the basis of the method described in the Paper for determining the maximum loads which could just be supported by a ductile framed structure. The method bears...

... 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...