...B S CHOO; M G COUTIE; N G GONG © Thomas Telford and ICE 1991 NOTTINGHAM UNIVERSITY BRITISH RAIL RESEARCH FINITE ELEMENTS ANALYSIS MASONRY ARCHES BRIDGES ELEMENTS DEVELOPMENT BEAMS MODELS SIMULATION BEHAVIOUR LOADING COLLAPSE SOLUTIONS CRACKS LOADS INCREMENT...

... Impact loading canbe of various kinds, as follows (a) sufficiently frequent and predictable to require a design based on energy dissipated elastically and ensuring adequate fatigue life and energy to rupture: e.g. ships coming alongside berths,vehicles striking protective barriers on motorways (b) high...

...J M ROTTER; J U OOI; G MATHIESON; M J BLACKLER; G E BLIGHT © Thomas Telford and ICE 1991 DEFECTS METHODS ESTIMATING DESIGN LOADING SILOS STRESS PRESSURE STRAIN MEASUREMENT ARCHING WALLS FRICTION HOPPERS TEMPERATURE SURCHARGE LOADS SOLIDS CIRCUMFERENTIAL VARIATIONS...

...A R BURDEN © Thomas Telford and ICE 1991 TOKYO UNIVERSITY CABLE STAYED BRIDGES DESIGN CABLES STAYS LAYOUT GIRDERS TOWERS PYLONS PIERS WINGS ENGINEERING ASEISMIC ROADS RAILWAYS SUPERSTRUCTURES SPANS STEEL SUSPENSION LOADING LOADS CONSTRUCTION AESTHETICS FANS...

...M N PAVLOVIC; A ZINGONI; J W GECKELER; POISSON IMPERIAL COLLEGE EDGES DISTURBANCE SPHERICAL SHELLS VARIATIONS GEOMETRY PARAMETERS SUPPORTS THICKENING PEAK STRESS STUDIES INVESTIGATIONS LAWS MAXIMUM TOTAL FIBRES OPEN THIN SYMMETRICAL LOADS CLOSED FORM EXPRESSIONS...

... MATERIALS STRESS STRAIN FAILURES MODELLING CRACKS CRACKING ITERATIVE METHODS SMEARED INCREMENTAL PROCEDURE LOADING PREDICTION PLAIN PRISMS STRIP REINFORCED BEAMS FLEXURE SHEAR TRIAXIAL MEMBERS ULTIMATE Proc. lnstn Civ. Engrs, Part 2, 1991, 91, Sept., 517-544 PAPER 9746...

... any imposed loads from falsework supports. However, balanced cantilever construction does not rely on any support from the ground because the main support is provided by the permanent bridge foundations at the piers at all times during construction. 9. Wherever appreciable thicknesses of the soft...

...A M CHANDLER Proc. Instn Ciu. Engrs, Part 1, 1991,90, June, 605-626 PAPER 9705 GROUND BOARD Evaluation of site-dependent spectra for earthquake-resistantdesign of structures in Europe andNorth America A. M. CHANDLER,BSqEng), PhD, MICE* Earthquake building codes specify design loadings in terms...

...K N RAHAL; J E HARDING © Thomas Telford and ICE 1991 HOWARD HUMPHREYS SURREY UNIVERSITY TRANSVERSELY STIFFENED GIRDERS WEBS COMBINED IN PLANE LOADING NON LINEAR FINITE ELEMENTS ANALYSIS LOADS PARAMETRIC STUDIES EFFECT SHEAR DIRECT BEHAVIOUR TRANSVERSE STIFFENERS...

...A S ELNASHAI; K TAKANASHI; A Y ELGHAZOULI; P J DOWLING Proc. Instn Civ. Engrs, Part 2, 1991, 91, June, 259-272 BBSUOTIARLUDRADCI9NN7TDG1U4PRAAPLER Experimental behaviourof partially encased compositebeam-columns under cyclic and dynamic loads A. S . ELNASHAI, p m , DE* K. TAKANASHI, PhD? A. Y...

... subjected to combined bending and torsion is described. The stress resultants are produbcyeddirect loads or by the actionof a perfect load acting on a geometrically imperfect beam. Both linear and non-linear moment+urvature/ specifictwistcharacteristics are used. In thenon-linearcase,thesecharacteristicsare...

...S N SINHA; K S NARAINE Proc. Instn Ciu. Engrs, Part 2, 1991, 91, Mar., 173-181 TECHNICNAOLTE 562 STRUCTURAL ABNUDILDING BOARD Energy dissipation in brickmasonry under cyclic biaxialcompressive loading S. N. SINHA, PhD* K. S . NARAINE, MS? The energy dissipation characteristics of brick masonry...

... to apply than epoxy paint during the maintenance period, without endangering the plant life. 17. A full specification for the steelwork, with the exception of sheradized nuts and bolts and a few other small galvanized items, mainly fitting and fixtures, are given in Table 3. Loading 18. The imposed load...

...A R BURDEN © Thomas Telford and ICE 1991 TOKYO UNIVERSITY MODERN SUSPENSION BRIDGES DESIGN LONG SPAN SUPERSTRUCTURES SPANS TREATMENT VISUAL AESTHETICS HUMANISTIC STRUCTURES MATERIALS EARTHQUAKES LOADING INFLUENCE STEEL CABLES WIND ARTICULATION FORMS JAPAN...

...J A HEMSLEY © Thomas Telford and ICE 1990 OVE ARUP HONG KONG UNIVERSITY ELASTIC SOLUTIONS LARGE MATRIX PROBLEMS MATRICES FOUNDATIONS INTERACTION ANALYSIS INTERACTIVE METHODS SOIL STRUCTURE SYSTEMS STATIC APPLIED LOADING NUMERICAL TESTS USE DESIGN PRACTICE...

...H AHMADI; S GILBERT Proc. Instn Ciu. Engrs, Part 2, 1990, 8 9 , Dec., 543-563 PAPER 9611 STRUCTURAL ENGGRIONUEPERING Behaviour of reinforced concrete slab-column models subject to cyclic lateral loading H. AHMADI, BSc(Eng), PhD* S . GILBERT, BSc(Eng), PhD, MICE* An investigation into the behaviour...

...T EALEY; P KELLY; D WAKEFIELD; NEWTON RAPHSON HONG KONG ASIA TSIM SHA TSUI HONG KONG CULTURAL CENTRES ROOFS SYSTEMS ANALYSIS DESIGN CONSTRUCTION LATTICE SHELLS CABLES NETS MEMBERS LOADS LOADING GEOMETRY WALLS FABRICATION COLLAPSE EVALUATION SOLUTIONS NON LINEAR...

...J A HEMSLEY; CHEBYSHEV; FREDHOLM © Thomas Telford and ICE 1990 OVE ARUP ANTISYMMETRIC PLANE STRAIN FLEXURE FINITE STRIP FOUNDATIONS HALF SPACE EXACT ELASTIC SOLUTIONS STRIP GOVERNING EQUATIONS INTEGRAL SLOPES EXPANSION LOADS EDGES ASYMMETRIC SUPERPOSITION LOADING...

...E S MELERSKI; WINKLER © Thomas Telford and ICE 1990 TASMANIA UNIVERSITY SIMPLE COMPUTERS ANALYSIS CIRCULAR RAFTS AXISYMMETRIC LOADING ELASTIC LOADS FOUNDATIONS NUMERICAL METHODS ANNULAR CONDITIONS PLATES BEHAVIOUR SOILS BEDS MODELLING HALF SPACE SPRINGS WINKLER...

...BK DOUGHERTY © Thomas Telford and ICE 1990 DURBAN WESTVILLE UNIVERSITY STABILITY BEAMS COMBINED GRAVITY LOADING LOADS APPLIED ENDS MOMENTS ELASTIC BUCKLING CENTRAL POINTS UNIFORM DISTRIBUTION METHODS DESIGN CHARTS Proc. Instn Ciu.Engrs, Part 2,1990,89, June, 241...