...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...

...I P CASTRO; J M R GRAHAM WIND ENGINEERING NUMERICAL CFD COMPUTATION FLUIDS DYNAMICS MECHANICS CODES DESIGN MODELLING MATHEMATICAL LOADING AERODYNAMICS MODELS LOADS LABORATORIES FLOW METHODS PROCEDURE BOUNDARIES CONDITIONS DISCRETISATION Numerical wind engineering...

... data at a number of temperatures. Resultant connection characteristics are incorporated within existing software in order to assess the influence of realistic connection characteristics on frame response. Recommendations are made for future tests and for numerical analysis to be carried out based...

... two unequal spans is subjected to a uniformly distributed load, as shown in Fig. 7. The result obtained for the deflection at the midpoint of the span L is Numerical study 14. The method of analysis adopted leads ym yf 1( 38 3 35CN) 108 c 1 K4 2K2 3 to equations for calculating deflections...

...K ARVIDSSON; VLASOV © Thomas Telford and ICE 1997 J & W STOCKHOLM BUILDINGS TALL MULTI STOREY WALLS SHEAR NON PLANAR COUPLED METHODS ANALYSIS STRUCTURES THREE DIMENSIONAL HOMOGENEOUS THEORY CONTINUUM PLANAR BEHAVIOUR FLEXURAL TORSIONAL NUMERICAL CALCULATIONS...

... PREDICTION FREQUENCY ULTIMATE FAILURES NUMERICAL MODELS MODELLING ESTIMATING ESTIMATION NATURAL PRESSURE CALCULATIONS EXPERIMENTS CHAMBERS EVALUATION SUPPORT ASSESSMENT DYNAMIC DAMAGE Testing and analysis of reinforced concrete panels subject to explosive and static loading B. R. Ellis...

...SK WANG © Thomas Telford and ICE 1997 HUNAN UNIVERSITY WALLS SHEAR COUPLED THICKNESS VARIABLE STIFFNESS STABILITY PERIODS FUNDAMENTAL EXPRESSIONS SIMPLE ASSESSMENT DEFLECTION CURVES ELASTIC CRITICAL LOADS PROPERTIES STATIC DYNAMIC DESIGN NUMERICAL INTEGRATION...

... MODULUS RELAXATION PROCEDURE NUMERICAL INTEGRATION MEMBERS STUDIES PARAMETRIC CROSS SECTIONS CRACKED UNCRACKED SPANS DEPTH RATIOS STRESS DEFLECTION MEASUREMENT CODES STANDARDS CONCRETE STEEL MOMENTS STRENGTH EFFECT Long-term service-load behaviour of simply supported pro led...

... This paper presents a numerical method Introduction Paper 10714 for predicting the failure loads of slender reinforced concrete columnsbending about the minor axis. The method has a Nowadays, slender reinforced concrete columns are used widelyin construction for appearance Writtendiscussion and to have more...

... compressive or tensile force combined with bending moment in accordance with Eurocode 2 (EC2). A numerical analysis is used for the calculation of the forces and moments in the materials forming the section.The concrete compression zone is subdivided into a number of thin strip elements. The reinforcement...

... buildings. Theconclusions of these studies began, was builtin the first decadeof this are presentedin this paper and include the century, connecting theCarmo and Aurea results of a numerical fire modethl,e streets. It had an approximate areaof 1400 m2 analysis of several test results with per floor, and had...

... safety factor for steel maximum deflectionof the tested columns the tested columns was obtained by deflec- Introduction tion methods, using Newmark's technique Composite columns of steel and concrete can be of numerical integration. Design valuesof classified a s either hollow sections filled...

...J CAIRNS © Thomas Telford and ICE 1993 HERIOT WATT UNIVERSITY CONCRETE LOADS RELIEF REPAIRS STRUCTURAL REINFORCED BEAMS CORROSION REINFORCEMENT DETERIORATION BARS REPLACEMENT FAILURES EXPERIMENTS TENSION BEHAVIOUR ANALYSIS NUMERICAL MODELS TESTS STRENGTH METHODS...

...J CAIRNS; Z ZHAO © Thomas Telford and ICE 1993 HERIOT WATT UNIVERSITY CONCRETE BEAMS BEHAVIOUR EXPOSED REINFORCEMENT CORROSION DETERIORATION REINFORCED EXPOSURE STRUCTURAL TESTS NUMERICAL MODELLING FAILURES MODES FLEXURE SHEAR STRENGTH LOSS MODELS PREDICTION...

...S M SERAJ; M D KOTSOVOS; M N PAVLOVIC © Thomas Telford and ICE 1992 IMPERIAL COLLEGE ATHENS NATIONAL TECHNICAL UNIVERSITY NON LINEAR FINITE ELEMENTS ANALYSIS PRESTRESSED CONCRETE MEMBERS PARAMETERS THREE DIMENSIONAL MODELS PRESTRESSING FORCES LOADS NUMERICAL MODELLING...