...YC WANG; DA NETHERCOT © Thomas Telford and ICE 1989 SHEFFIELD UNIVERSITY BRACING EFFECT THREE DIMENSIONAL COLUMNS SUBASSEMBLAGES ULTIMATE STRENGTH STIFFNESS STEEL UNSTABLE SUPPORTS RIGID INDUCTION COLLAPSE MEMBERS BRACED BEAMS NON SWAY CONNECTIONS LOADS TRANSFER...

...YC WANG; DA NETHERCOT © Thomas Telford and ICE 1989 SHEFFIELD UNIVERSITY ULTIMATE STRENGTH ANALYSIS THREE DIMENSIONAL BRACED I BEAMS BRACING STIFFNESS FORCES LOADS MEMBERS FINITE ELEMENTS PROGRAMS INITIAL DEFORMATION PLASTICITY EXPERIMENTS THEORY ELASTIC...

...FR MOUDARRES; A COULL; A RUTENBERG © Thomas Telford and ICE 1986 ISRAEL INSTITUTE OF TECHNOLOGY, HAIFA STRUCTURES VIBRATIONS FREE OUTRIGGERS BRACED CANTILEVER FLEXURAL CONSTRAINTS ROTATION CORES PROPERTIES FREQUENCIES COLUMNS RATIOS RIGIDITY SEISMIC TRANSFER MATRIX...

...N ABU SALHA; TG BROWN; AK AZAD; NM EL ATROUZY © Thomas Telford and ICE 1984 PETROLEUM & MINERALS UNIVERSITY DHAHRAN AIN SHAMS UNIVERSITY CAIRO SAUDI BECHTEL COMPANY MULTIPLE COLUMNS BRACED SYSTEMS EXPERIMENTS TESTS BUCKLING FORCES STEEL STRUCTURAL BEHAVIOUR...

... assemblies. The total sway index and maximum storey sway index are expressed as equations,and graphically, as functions of two non-dimensional structural parameters. The structure may consist of shear walls, coupled shear walls, rigid frames, braced frames or combinations of these, provided the structure...

... of torsionally loaded shear cores consisting of open box structures braced by lintel beams at each floor level. Assuming a plastic hinge concept anda bilinear moment-rotation relationship for the connecting beams, the analysis enables the spread of plasticity to be traced throughout the loading process from...

...M HOLMES; D HINDSON; RC OBBARD © Thomas Telford and ICE 1980 KENCHINGTON LITTLE BRAGG COMMITTEE STRUCTURAL LOAD BEARING CHARACTERISTICS DEFORMATION EQUATIONS HORIZONTAL COUPLERS CALCULATIONS BEHAVIOUR FALSEWORK EFFECT FORCES AXIAL FRAMES BRACING LOADS DEFLECTION...

... DEFLECTION CHARACTERISTICS TESTS SYSTEMS FAILURES DESIGN PROCEDURE RESEARCH SCAFFOLD SUPPLIERS DEFLECTION BRACED BAYS STANDARDS LABORATORIES BRACES COUPLERS Proc. Instn Ciu. Engrs, Part 2, 1979, 67, Sept., 721-741 8226 Structural behaviour of load bearing falsework M. HOLMES, DSc, PhD, FEE...

...DF BATTEN; BPLUS; PUNDES; ELFRAME; CSIRO © Thomas Telford and ICE 1978 CSIRO DESIGN STEEL PROGRAMS ELASTIC BRACED SENSITIVITY FACTORS GEOMETRY DEFLECTION PERFORMANCE HEIGHT SINGLE STUDIES BUILDINGS STRUCTURES PLASTIC UNBRACED FRAMES TYPE PARAMETERS CONSTRAINTS...

...MAH KHAN; B STAFFORD SMITH; B S SMITH © Thomas Telford and ICE 1975 SURREY UNIVERSITY RESTRAINT OPEN SECTION SOLUTIONS TORSION BRACED SECTIONS OPEN CLOSED VARIATIONS PROCEDURE BRACING BEAMS WARP METHODS CLOSED SECTION SHIFT FUNCTIONS THIN WALLED ANALYTICAL...

...Y BANGASH; N JACKSON © Thomas Telford and ICE 1971 DUNDEE UNIVERSITY AUTOMATION FRAMES COLLAPSE PLASTIC BRACED MECHANISMS ANALYSIS CONVEYORS FAILURES TECHNICAL 34 DISCUSSION Automated plastic analysis of braced frames supporting conveyors Y. BANGASH Dr N. Jackson...

...Y BANGASH © Thomas Telford and ICE 1971 WOOLWICH POLYTECHNIC AUTOMATION FRAMES SUPPORTING COMPUTERS FAILURES DESIGN PLASTIC BRACED COLLAPSE PROGRAMS MECHANISMS STATIC ANALYSIS CONVEYORS CONDITIONS LOADS REACTIONS SUPPORTS TECHNICAL NOTE 34 for written discussion...

...HA BUCHHOLDT © Thomas Telford and ICE 1970 LONDON POLYTECHNIC PRETENSIONED EXPERIMENTS BRACED NON BRACED THEORY LOADS CABLES INVESTIGATIONS POTENTIAL METHODS PRESTRESSED CALCULATIONS STRUCTURAL CURVATURE MODELS GIRDERS STABILITY ENERGY GRADIENTS ASSEMBLY BRACING...

... by the calculation of the stresses and displacements in a space frame witha redundant support, and as a 6nd example the influence lines of reactions for the centre supports of a swing bridgeare calculated. INTRODUCTTON THE COMPLETE analysis of a braced frame requires the determination, not only of the stresses...

...NW MURRAY © Thomas Telford and ICE 1958 SHEFFIELD UNIVERSITY FRAMES TRIANGULAR TRUSSES ANALYSIS LOADS LOADING STRUCTURES FAILURES BARS MEMBERS PROPERTIES JOINTS GEOMETRY STRESS BUCKLING DEFLECTION BRACED BEHAVIOUR BENDING COLLAPSE Paper No. 6303 FURTHER TESTS...

...Z S MAKOWSKI; A J S PIPPARD; T O LAZARIDES © Thomas Telford and ICE 1953 EXPERIMENTS ANALYSIS BRACED DOMES SPACE STRUCTURES STRESS RING GIRDERS LOADING DOME OF DISCOV. CORRESPONDEKCE CORRESPONDENCE on a Paper published in Proceedings, Part III, December 1952 337 Paper...

...Z S MAKOWSKI; A J S PIPPARD © Thomas Telford and ICE 1952 EXPERIMENTS ANALYSIS SPACE STRUCTURES BRACED DOMES STRESS RING GIRDERS FORMULAE MODELS STRUCTURAL ELASTIC DOME DISCOVERY 420 MAKOWSKI ANI) PIPPARD ON EXPERIMENTAL ANALYSIS OF Paper No. 5887 Experimental...