... and AS 4100-2020). For this purpose, a database comprising 138 tests conducted between 1969 and 2023 was compiled. An influence parameter analysis was performed using the collected data, followed by a reliability assessment. The parametric influence analysis showed that geometric properties (depth, flange...

... of the Lanzhou Olympic sports centre complex as the prototype, a method that replaces complex concrete substructures of the prototype structure with steel substructures in shaking table tests was proposed and a scale model considering substructures was established. First, the natural frequencies of the test...

... BONDING DESIGN INSTRUMENTS INSTRUMENTATION DEFLECTION STEEL STRAIN TESTS FAILURES BRITTLE TECHNOLOGY LATERAL CONFINEMENT COMPRESSION ZONES GIRDERS REHABILITATION RESEARCH DEVELOPMENT REPLACEMENT CONSTRUCTION MATERIALS DUCTILITY COMPOSITE © Thomas Telford and ICE 1999...

...T S LOK; J R XIAO PANELS CONCRETE REINFORCED STEEL FIBRES EXPOSED AIR BLAST LOADING LOADS TESTS EXPLOSIVES RESPONSES MODELS ELEMENTS STRUCTURAL REINFORCEMENT RECTANGULAR SUPPORTS SIMPLE OVERPRESSURE DETONATION FABRICATED MATERIALS CONSTRUCTION WELDMESH INTEGRITY...

... ULTIMATE REINFORCED CONCRETE FAILURES CRITERION INTERACTION RELATIONSHIPS LIMITING VALUE STRESS NORMAL COMPRESSION ZONES T BEAMS HIGH HIGH STRENGTH CONTINUOUS PROPERTIES LOADS TESTS RATIOS SLENDERNESS CODES PRACTICE BIAXIAL ELASTIC DISTRIBUTION BEHAVIOUR FLEXURE RESISTANCE...

...J MORGAN © Thomas Telford and ICE 1999 BRISTOL UNIVERSITY IRON WROUGHT STRENGTH VICTORIAN HISTORIC METALS PROPERTIES MATERIALS CONSTRUCTION TESTS DATA CONSERVATION TESTING HISTORY BUILDINGS STRUCTURES RENOVATION MANUFACTURE MECHANICAL DUCTILITY BRIDGES REPAIRS...

... FRAMES TESTS BRIDGES RESPONSES INFILLED GEOTECHNICS ISPRA EUROPE ITALY European experimental research in Proc. Instn Civ. Engrs Structs & earthquake engineering for Eurocode 8 Bldgs, 1999, 134, Aug., 205 ± 217 R. T. Severn, CBE, FEng, FICE & Eurocode 8, for the seismic design...

...L CANNING; L HOLLAWAY; A M THORNE © Thomas Telford and ICE 1999 SURREY UNIVERSITY ADVANCED COMPOSITE GROUP CONCRETE COMPOSITE STRUCTURAL UNITS POLYMERS INNOVATIVE MANUFACTURE MANUFACTURING TESTING NUMERICAL ANALYSIS TESTS NUMERICAL ANALYSIS TESTING NUMERICAL...

...Z HUANG; I W BURGESS; R J PLANK; VULCAN; MINDLIN REISSNER; BRE © Thomas Telford and ICE 1999 SHEFFIELD UNIVERSITY BRITISH STEEL BUILDING RESEARCH ESTABLISHMENT BRE Three-dimensional modelling of two full-scale fire tests on a composite building Z. Huang, BEng, PhD, I. W. Burgess, BA...

... building test facility. The technique and formulae presented in this paper are directly applicable to either individual frameworks with cross-bracing or multistorey buildings braced by such frameworks (and shear walls), including the reinforced concrete buildings to be constructed and tested...

... ALTERNATING CURRENT IMPEDANCE GALVANOSTATIC PULSES TRANSIENT ANALYSIS MODELS BARS MEASUREMENT CORRODING PASSIVE INSTANTANEOUS PERTURBATIVE NOISE ELECTRICITY LABORATORIES TESTS RESEARCH Electrochemical techniques for corrosion assessment of reinforced concrete structures K. R. Gowers, PhD...

...T D G CANISIUS; A MAITRA; BRE; HSE Strength of adjustable propsÐeffect of shear-pin position Proc. Instn Civ. Engrs Structs & Bldgs, 1999, 134, May, 139 ± 146 T. D. G. Canisius, BSc (Eng), MASc, PhD, and A. Maitra, BSc, CEng, MICE & This paper contains the results of a series of tests carried out...

...A W DAVIES; D S C GRIFFITH; T HOGLUND; EUROCODE 3 © Thomas Telford and ICE 1999 CARDIFF UNIVERSITY GIRDERS STEEL PLATES SHEAR STRENGTH SLENDER TESTS ULTIMATE RESISTANCE PREDICTION THEORY EUROCODES STRESS TENSION FIELDS METHODS POST CRITICAL ROTATING FLANGES Shear...

... FAILURES DESIGN METHODS STRUCTURES STEEL PLYWOOD GUSSET PLATES FIR CEDAR TESTS Load-slip characteristics of multi-nailed timber joints Proc. Instn Civ. Engrs Structs & Bldgs, 1999, 134, Feb., 31 43 A. Kermani, BSc, MSc, PhD, FIWSc, and H. C. C. Goh, BEng, PhD Paper 11682 This paper outlines...

..., and compared to those predicted by the model. Extremely close agreement was obtained. Rather less expected was the ability of the GPS to determine the resonant frequency of the structure. Careful analysis of the outcome of the validation tests shows that remarkably good experimental data can be obtained from...

... MODELLING BEHAVIOUR FINITE ELEMENTS SIMULATION TESTS LOSS SURFACE RELIEF BLOCKS Theory and application of the hard inclusion techniques for the measurement of in situ stresses in prestressed concrete box-girder bridges M. J. Ryall, BSc, MSc, PhD, CEng, MICE, MIStructE, MIABS Proc. Instn Civ...

... cantly improved correlation with the test results. Keywords: beams & girders; codes of practice; design methods & aids ly effective loaded length m1;2 dimensionless parameters Mf plastic moment of ange Mw plastic moment per unit length of web n1 width of web strut obtained by dispersion at 45 through...

... LOADING DEFLECTION TESTS Shear resistance of beams with shallow-angle bent-up bars Proc. Instn Civ. Engrs Structs & Bldgs, 1998, 128, Nov., 385 393 G. Mu¨ller, Dipl-Ing, MSc, PhD, and R. Reid, MEng Paper 11690 Researchers in Germany have proposed adjusting the reinforcement of beams critical...

... Scaffold boards are often subjected to impact loads by workers jumping on to them. Recently, the Building Research Establishment carried out tests to determine realistic jumps loads to be used in the design and safety evaluation of bare scaffold boards. The tests were conducted on bare boards placed...

...R J BAINBRIDGE; C J METTEM; EUROCODE 5 © Thomas Telford and ICE 1998 TRADA TECHNOLOGY FLOORS TIMBER PREDICTION SIMPLIFIED NATURAL FREQUENCY CODES EUROCODES VIBRATIONS PERFORMANCE RESEARCH DESIGN METHODS TESTS FREQUENCIES WOOD MATERIALS Simpli ed natural frequency...