...B STAFFORD SMITH; M CRUVELLIER; D JOHNSON © Thomas Telford and ICE 1990 NOTTINGHAM POLYTECHNIC PLANAR MODELLING TECHNIQUES ASYMMETRIC BUILDING STRUCTURES MODELS METHODS PLANE NODES THREE DIMENSIONAL VISUALISATION TWO DIMENSIONAL ANALYSIS Proc. Instn Ciu. Engrs...

..., it is a completely new product. The degree of necking at the node point approaches the conceptof a pin joint or ball joint, and theadvantages in respect of local secondarystresses and concentrations at the nodes are obvious. But does the arrangement give any global advantage, i.e. are there significant economiesin...

...EF WALKER; RC RICHARDSON © Thomas Telford and ICE 1983 BRITISH STEEL BSC RESEARCH ORGANISATION SHEFFIELD FORGEMASTERS APPRAISAL STEEL CASTINGS STRUCTURES QUALITY CAST NODES OFFSHORE DEVELOPMENT CONDITIONS EXPERIMENTS COSTS EFFECTIVE MATERIALS PROPERTIES PRODUCTION...

...JM TOWNSON; ME DAVIES; P MATSOUKIS NUMERICAL SIMULATION CHANNELS TIDES METHODS CHARACTERISTICS SPACES COASTS REPRESENTATION EFFECT DEAD BARRAGES REGIMES EQUATIONS HIERARCHY LINEAR MODELS NON LINEAR FINITE DIFFERENCE NODES DISPLACEMENT NODAL ACTION BOUNDARIES ENTRANCES...

... WATER TANKS DAMS NODES ELEMENTS STRESS APPROXIMATE GAUSS COSTING BEAMS COLUMNS Proc. Instn Ciu. Engrs. Part 2, 1979.67, Sept., 785-800 Computer aided design of concrete structures using isoparametric finite elements and non-linear optimization A method is proposed which combines...

... DIFFERENCE POTENTIAL SERIES PLANE PROBLEMS METHODS MATRICES STATIC NODES EQUATIONS ENERGY THIN STRESS ESTIMATES Proc. Instn Ciu. Engrs, Part 2, 1975,59, Sept., 395-409 A new difference based finite element method A general methodof deriving the stiffness matrix of an element is presented...

... NODES ELEMENTS 7620 DISCUSSION A theoretical study of the sequence of failure in precast panelshear walls B. STAFFORD SMITH 81 K. M. K. RAHMAN Dr K. Alhashimi, Department of Civil Engineering, University of Aston in Birmingham The Authors work is in many ways similar to the work carried out...

...JF BARLOW; E MARKLAND © Thomas Telford and ICE 1972 UNIVERSITY COLLEGE CARDIFF COMPUTERS NETWORKS OUTFLOW HEADS COST EFFECTIVE WATER DESIGN CONFIGURATION RATES VALUE ECONOMICS MODIFICATION PIPES NODES DIAMETER OPTIMISATION GAS 7511 Computer design of pipe networks...

... correction methodis found to be most suitable for use on a digital computer. Various techniques are given for improving the convergence;in particular,attention is drawn to improvedexpressions for correction of heads at nodes and flows on loops. Notation pipe diameter friction factor in Darcy's equation...

... and suchlines are mostreadilyconstructedfromknowledge of the deflected form of the bridge. The generally accepted method, and sometimes stated to be the only one, for the determination of displacements at all nodes of a structure, is the use of the Williot-Mohr diagram. This, however, has certain disadvantages...