...JR RIDDINGTON; WEA SKINNER © Thomas Telford and ICE 1985 MITCHELL, MCFARLANE & PARTNERS FILL FAILURES CREEP BRICKS CONCRETE MASONRY REINFORCED STRESS BRICKWORK LOADS LATERAL RESISTANCE INITIAL GAPS BEHAVIOUR INFILL FRAMES COLUMNS Proc. InstnCin. Engrs, Part 2...

...JR RIDDINGTON © Thomas Telford and ICE 1984 SUSSEX UNIVERSITY FILL INFILL INITIAL GAPS FRAMES BEHAVIOUR STRUCTURES TESTS STEEL BLOCKWORK FINITE ELEMENTS ANALYSIS STRUCTURAL MASONRY CONCRETE CREEP COLUMNS BEAMS INVESTIGATIONS LOADS CRACKING COMPRESSIVE TRANSFER...

...JA PACKER; G DAVIES; MG COUTIE YIELD GAPS SECTIONS TESTS MEMBERS CHORDS LOADS ANALYSIS DEFORMATION AREAS PLASTIC ESTIMATES STRENGTH RECTANGULAR TRUSSES WELDED BRACING MECHANISMS PREDICTION CONFIGURATION SIZE CONNECTIONS AXIAL THEORY RHS JOINTS HOLLOW STATIC...

...IS ROBINSON SOUTHAMPTON UNIVERSITY TIDAL SHAPE POWER ANALYTICAL FRICTIONLESS FREQUENCY PERMEABLE DESIGN FLOW GAPS CONSTRUCTION TIDES NUMERICAL GENERATION ENERGY ESTIMATES RESPONSES ESTUARIES BARRAGES METHODS MODELS OSCILLATIONS MODELLING APPROXIMATION...

... FRAMES METHODS PANELS MODIFIED PARAMETERS SINGLE MODELS MULTIBAY PROPERTIES ROUGHNESS GAPS © Thomas Telford and ICE 1978 Proc. Ins111Ciu. Engrs, Part 2, 1978, 65,Dec., 749-760 8145 The analysisinofillferdames using finite elements A procedure based on the finite element methodfor...

...M SMOLIRA; MR KADIR; J RIDDINGTON; DV MALLICK SOUTHAMPTON UNIVERSITY TRIPOLI UNIVERSITY EDINBURGH UNIVERSITY ANALYSIS INFILLED PANELS GAPS SHEAR FRAMES STRUTS WALLS DEFLECTION SPACES © Thomas Telford and ICE 1974 Proc. Instn Ciu. Engrs, Part 2, 1974, 57, Dec., 777...

... acomputer. The alternatives are a physical model or step by step calculation using a slide rule. The discharge characteristics of the diversion under varying upstream and downstream conditions, the reservoir effect and the gap dis- charge for varying width and upstream and downstream levels can usually...

...WR WHITE © Thomas Telford and ICE 1973 HYDRAULICS RESEARCH STATION MATHEMATICS MODELLING SIMULATION PROTOTYPES FLOW GAPS MODELS ANALYSIS DESIGN TECHNIQUES EMBANKMENTS RIVERS DIVERSION DATA DAMS CLOSURES RIO LIMAY EL CHOCON ARGENTINIA SOUTH AMERICA 7591...

... than calculated extension to the figures for friction that hadbeen taken? Mr D. A. Stewart (Principal, Messrs Cowdell and Stewart, Consulting Engineers) commented on the conclusion in 0 135 (v) that gap-graded concrete could be used to advantage only in the absence of reinforcement. However, quite...

... PROBLEMS PILES DRIVING RESTRICTED AREAS URBAN CITIES CONCRETE GAPS GRADED METHODS HANDLING CABLES CONTINUOUS MULTIPLE PRECAST ANCHORAGES UNITS TUNNELS DIVERSION WORKS EXCAVATING CLAYS LONDON CLAY MACHINERY POST TENSIONING STEEL REINFORCEMENT LONDON RATHBONE PLACE NEWMAN...

...W WRIGHT WRIGJPJ! ON TFIE SOLUTION OF REDUNDANT FRAMEWORKS BY SUCCESSIVE REDUCTION OF THE QAPS I f 7 CUTMEMBERS 846 Paper No. 6153 THE SOLUTION OF REDUNDANT FRAMEWORKS BY SUCCESSIVE REDUCTION OF THE GAPS IN CUTMEMBERS bY * William Wright, B Ph.D., A.M.I.C.E. (Ordered by the Council to be published...