... SPRINGS STIFFNESS RELATIONS FINITE DIFFERENCE MATRIX SETTLEMENT MATRICES DISPLACEMENT COMPUTERS PROGRAMS EQUIVALENT RINGS HOMOGENEOUS ISOTROPIC Proc. Instn Civ. Engrs, Part 2, 1990, 89, Sept., 407-431 PAPER 9595 STRUCTURAL ENGGRIONUEEPRING Simple computer analysis of circular rafts under...

...KA ANDAM; BS 6399 © Thomas Telford and ICE 1990 KUMASI SCIENCE & TECHNOLOGY UNIVERSITY LIVE LOADS STUDIES BUILDINGS GRAVITY SURVEYS OFFICES MODELS STOCHASTIC MODELLING DOMESTIC SUSTAINED EQUIVALENT UNIFORM DISTRIBUTION STANDARDS EFFECT GHANA AFRICA Proc...

...FW WILLIAMS; MD BOND; L FERGUSSON; HOOKE UWIST UNIVERSITY OF WALES INSTITUTE OF SCIENCE AND TECHNOLOGY ACCURACY NATURAL FREQUENCIES FRAMES CLADDING MODES SUBSTITUTE SWAY METHODS COMPUTERS PROGRAMS DYNAMICS EQUIVALENT LAWS EXTENSIONS MEMBERS STABILITY BEAMS FUNCTIONS...

...DJ FRASER WIDTH EFFECTIVE LOADS LATERAL FLOORS FLAT PLATES EDGES FINITE ELEMENTS METHODS FORMULAE DESIGN INTERIOR FRAMES TESTS MODELS CONCRETE BUILDINGS DEFLECTION SWAY RESEARCH RULES PARAMETERS EQUIVALENT ANALYSIS COLUMNS JOINTS JOINT ROTATION ROTATION NEW...

... bracing members, when welded to a rectangular hollow section chord member with overlapped bracings, can also be analysed successfully as rectangular hollow section to rectangular hollow section joints by the proposed theory in terms of equivalent rectangular hollow section bracing members. Introduction...

...A COULL; BS CHOO © Thomas Telford and ICE 1982 GLASGOW UNIVERSITY SIMPLIFIED ELASTOPLASTIC ANALYSIS SHEAR WALLS COUPLED APPROXIMATE METHODS CONTINUUM NON LINEAR BEHAVIOUR LATERAL LOADS STIFFENED PLASTIC HINGES COUPLING BEAMS ENDS EQUIVALENT CONTINUOUS CONNECTIONS...

...MAM HERZOG © Thomas Telford and ICE 1982 SIMPLIFIED ANALYSIS CONCRETE GRAVITY DAMS EARTHQUAKES ARCHES METHODS APPROXIMATE EQUIVALENT STATIC FORCES EVALUATION SEISMIC COEFFICIENTS MOTION LOADS VIBRATIONS FOUNDATIONS MATERIALS DUCTILITY DAMPING PERTURBATION RESONANCE...

...M BARILAN TECHNION ISRAEL INSTITUTE OF TECHNOLOGY HAIFA EXPERIMENTS RATIOS GROUND EXPERIMENTAL STRUCTURES MODELS BRICKS ELASTIC SEISMIC BUILDINGS STOREYS RESEARCH TALL MULTI STOREY MATERIALS STEEL PLASTIC EARTHQUAKES DAMPING OPEN THEORY EQUIVALENT ELASTOPLASTIC...

... rivers.a This Paper outlines the concept of the equivalent river model as a basis for the comparison of the methods, and concludes that an improved version of the Muskingum method is sufficiently accurfaotregeneral use. A strategy for fiood routing problems is also presented. Notation...

... CALCULATIONS MEMBRANES ASSEMBLY INTERNAL TWO CELL BOX MULTI CELLULAR STIFFNESS EXPERIMENTS MODELLING EQUILIBRIUM EQUIVALENT ACTION LOADS FORCES Analysis of box-type structures Amethod ofanalysisofbox-girder and multicellularbridgedecksisproposed. Although similar to the direct stiffness...

...B STAFFORD SMITH; C CARTER SOUTHAMPTON UNIVERSITY SOUTHAMPTON TECHNICAL COLLEGE METHODS FRAMES LATERAL EQUIVALENT STRUTS MATERIALS DESIGN CRUSHING TALL HORIZONTAL COMPRESSIVE BONDS ANALYSIS BEHAVIOUR LOADS STIFFNESS COMPOSITE PROPERTIES GRAPHS BRICKWORK BUILDINGS...

... for the circulating water system oaf largethermalpowerstationisdescribed. An approximation whichallowsthe unsteady flow phenomena to be represented by an equivalent steady-state condition is discussed, and thseolutionof this simplified model by computer analysis is indicated by flow diagrams. The necessity for a form...

...O C ZIENKIEWICZ; C R CRUZ; A J S PIPPARD; J L SERAFIM; R G T LANE; L CHITTY; M I WEBBE; A D ROSS; E W BENNETT © Thomas Telford and ICE 1963 EQUIVALENT LOADS METHODS ELASTIC THERMAL STRESS PROBLEMS ARCHES DAMS TESTS CALCULATIONS TEMPERATURE VERTICAL DISPLACEMENT MEASUREMENT...

... of approach, by means of which the effects of temperature may be translated into equivalent loads to which any of the standard methods of analysis can then be applied. This approach is by no means new and use of the principles which will be here presented has been madbey Timoshenkol in the derivation...

... CALCULATIONS NATURAL FREQUENCIES DYNAMICS LOADS EQUIVALENT STATIC FORCES Paper No.6534 DESIGNANDCONSTRUCTION OF A REINFORCEDCONCRETE FOUTWATION BLOCK FOR A 200-MEGAWATT TURBO-GENERATOR by Francis Alexander Rae, BSc. A.M.I.C.E. stnior Structural and Civil Engineering Designer, George Davie, Crawford...