...Y REN JIE Proc. Instn Ciu. Engrs, Part 2, 1991, 91, June, 203-214 STRUC9T65U5PRAAPLER AND BUILDING BOARD Multi-storeyed long-span factory building with twin arch truss structure YU REN-JIE* Introduction In the middle and late 1970s, on the basis of experimental data, a new structural system...

...G MULLER; G I B RANKIN; HENNEBIQUE © Thomas Telford and ICE 1991 QUEENS UNIVERSITY BELFAST HENNEBIQUE SYSTEMS BUILDINGS REUSE STRUCTURES REINFORCEMENT BARS LAYOUT SHEAR RESISTANCE ENHANCED BEAMS SLABS TRUSSES MODELS STRESS TRAJECTORY SHALLOW ANGLES BENT MECHANISMS...

...DJ CLARK; BJ WATERMAN; LRT © Thomas Telford and ICE 1986 LONDON UNDERGROUND LONDON REGIONAL TRANSPORT LRT RAILWAYS BRIDGES JUNCTIONS UNDERGROUND ACCESS RECONSTRUCTION CONSTRUCTION STEEL SINGLE SPANS SINGLE SPAN TRUSSES METHODS SUPERSTRUCTURES ERECTION TRACK SUPPORTS...

... BRACING TRUSSES SPACE PROPERTIES MECHANISMS FREEDOM STATICAL HISTORY INDETERMINACY ARCHITECTURE LOADS REPAIRS FRAMES MEMBERS BARS JOINTS FRAMEWORK EQUILIBRIUM FORCES POSTS RIBS ELY UK TURALC Proc. lnstn Ciu. Engrs, Part 1, 1985,78, Dec., 1421-1436 8895 GROUP The timber...

...J SZLENDAK; J BRODKA © Thomas Telford and ICE 1985 BIALYSTOCK UNIVERSITY POLAND MOSTOSTAL WARSAW YIELD BUCKLING STRENGTH JOINTS RECTANGULAR HOLLOW SECTIONS TRUSSES LOADS PREDICTION BRACING MEMBERS MODELS CHORDS AXIAL ANALYSIS THEORY CONFIGURATION ESTIMATING...

... AMPLIFICATION DYNAMICS SERVICE LIFE PRECAUTIONS INDEPENDENT TRUSSES UNITS MATS SUPPORTS METHODS DETERIORATION GULF OF MEXICO Proc. Instn Ch. Engrs, Part 1, 1985,77, Feb., 161-178 8813 BOARD ENGINEERINGMARITIME Fatigue vulnerability of jack-up platforms c.E. HAMBLY, MA, PhD, FEng, FIStructE...

... TORSIONAL DISTORTIONAL STIFFNESS STRAIN LONGITUDINAL TRANSVERSE STRESS ULTIMATE COLLAPSE MECHANISMS EXPERIMENTAL TRUSSES SPACE SPECIMENS MODELS INITIAL Proc. Instn Cio. Engrs, Part 2, 1983, IS,Mar., 49-75 PAPER 8608 The behaviour up to failure of prestressed concrete box beams odf...

...JA PACKER; G DAVIES Proc. InstnCiu.Engrs, Part 2,1982,73,June, 329-350 8538 Ultimate strength of overlapped joints in rectangular hollow section trusses J. A. PACKER, BE, MSc, PhD, PEng, MICE* G. DAVlES, BSc(Eng), PhD, MlCEt Models are presented for theoretically assessing the ultimate strength...

...A SHARAMA © Thomas Telford and ICE 1981 WEST INDIES UNIVERSITY TRINIDAD INTERACTION REINFORCEMENT BEAMS AXIAL TRUSSES DESIGN TESTS THEORY TORQUE EQUATIONS CONCRETE BIAXIAL COMPRESSION LOADS ULTIMATE BENDING SYMMETRICAL REINFORCED BENDING TORSION COMBINED SPACES...

...JA PACKER; G DAVIES; MG COUTIE YIELD GAPS SECTIONS TESTS MEMBERS CHORDS LOADS ANALYSIS DEFORMATION AREAS PLASTIC ESTIMATES STRENGTH RECTANGULAR TRUSSES WELDED BRACING MECHANISMS PREDICTION CONFIGURATION SIZE CONNECTIONS AXIAL THEORY RHS JOINTS HOLLOW STATIC...

... TESTS TENSILE ERECTION FORCES MEMBERS CAPACITY BUCKLING MODIFICATION SAFETY LAYERS PROGRAMS COMPRESSION BEHAVIOUR TRUSSES COLLAPSE YIELD PROCEDURE MEASUREMENT DEFLECTION PREMATURE ELASTIC JOINTS MARGIN CHORDS BRITTLE ELEMENTS Proc. Insrn Ciu. Engrs, Part 2,-1980, 69, Mar...

... loaded passenger trains of full length willbe only about 30 N/mm2 when two trains are on thberidge, and of the 600trains a dayonly a few will be coexistent. I believe that at off-peak periods only two-car trains are run, so the stresses in the truss will be even lower. This means that there are only...

...E LIGHTFOOT; GL HUTCHINSON © Thomas Telford and ICE 1979 PEMBROKE COLLEGE KINGS COLLEGE OXFORD UNIVERSITY OPTIMUM DESIGN ARCHES BRIDGES PROFILES HINGES ABUTMENTS CROWNS RIBS DEPTH MATERIALS GRADES ACTION TRUSSES LOADS STRESS TEMPERATURE LIVE DEAD EFFECT TRAFFIC...

.... The roadway is some 49 m above water level and the total length of the bridge is 216 m. The three-span structure comprises a steel truss system supporting a reinforced concrete deck (Fig. 1) providing two traffic lanes. The vertical curve approaches at both ends of the bridge are carried through the span so...

... trusses, never crossing each other within the building. Smoke exhaust systems made necessary for all zones late in the design were easily incorporated within the flexibility of the service faqade. Contracts and cost control 55. Because the design team was working to a preliminary example of the new...

...P LAYFIELD; KING C; G TAYLOR; M CASEBOURNE; P MCILROY METROS RIVERS THROUGH TRUSS STRUCTURAL REINFORCED PIERS CONTRACTORS FACTORS ERECTION LEGISLATION SPECIFICATIONS SITES TRACK MAINTENANCE ABUTMENTS CONTRACTS TRUSSES CLOSURES BRIDGES CONTINUOUS SPANS STEELWORK CONCRETE...

...GP WARRIER; BBR HOLLOWAY; AW SHILSTON RENDEL PALMER & TRITTON BRIDGES COUNTRIES DAMAGE HISTORY TRUSSES RESTORATION DEVELOPING WAR SPANS GIRDERS RESTORATION DEVELOPING WAR SPANS GIRDERS RECONSTRUCTION RIVERS REMOVAL HARDINGE BRIDGE LOWER GANGES ASIA...

...P KUMAR © Thomas Telford and ICE 1977 MARIST COLLEGE VICTORIA JOHN CONNELL MELBOURNE DESIGN PARTIALLY GEOMETRY STRUCTURES MECHANISMS DIRECT EMPIRICAL SUPPORTS SHEAR DEPTH WEBS DEEP PREDEFINED METHODS TRUSSES LOADS INDIRECT ANALYTICAL MODELS EDGES ESTIMATING...

...PG SIBLY; T BOUCH; AC WALKER; T COOPER; R STEPHENSON; LS MOISSEIFF © Thomas Telford and ICE 1977 UNIVERSITY COLLEGE LONDON STRUCTURAL LARGE CONSTRUCTION RAILWAYS TRUSSES STRUCTURES WIND DEATHS STRUTS SUSPENSION OSCILLATIONS ACCIDENTS METALS HISTORY IRON BEAMS PRESSURE...

... and associated snap-through buckling loads. The snap-throughbuckling of a two bar truss under general loading is studied, and it is found that for certaingeometries horizontal loading can havea significant effect on the snap-through load.Accordingly, the present analysis more accurately predicts the critical...