... of reinforced concrete flat-slab edge column models subject to a combination ofcyclic lateral loads and normal gravity loads is presented. Eight 1/3 scale models were constructed and tested to examine the behaviour of the slab/edge column connection at both theserviceload level and the ultimate load stage...

...B W SPEARING; CIRIA; WRC; STOM © Thomas Telford and ICE 1987 PERFORMANCE EVALUATION GROUP WRC PROCESS CIRIA STOM SEWAGE TREATMENT OPTIMISATION MODELS WORKS MATHEMATICS PERFORMANCE COSTS DESIGN PROCESS STAGE COMPUTERS OPERATIONS ENGINEERS CAPACITY RELATIONS PROGRAMS...

...AP BARWELL; WG CUTTING; DR SPILLETTS; RE WILKINSON; B HESKETH; G CONNOLLY; PF EVERITT © Thomas Telford and ICE 1987 BRITISH RAIL, LONDON MIDLAND REGION. RAILWAYS MODERNISATION TRACK TRAINS SPEED REMODELLING PLATFORMS LAYOUT STAGE MANAGEMENT DIVERSION TRAFFIC OVERHEAD...

... JOINTS SUPPORTS TIES STEMS TEMPORARY SADDLES STRUTS DECKS PRESTRESSED STAGE SITES PLANT ADMINISTRATION EQUIPMENT Proc. lnstn Ciu. Enyrs, Part I, 1986,80, Apr., 317-342 8959 GROUPENGINESETRRINUGCTURAL The constructionof Kylesku Bridge J. M. MARTIN, BSC,MICE* The Paper outlines...

...DA ERVINE; JI BAIRD © Thomas Telford and ICE 1982 GLASGOW UNIVERSITY RATING CURVES RIVERS FLOW OVERBANK CHANNELS BANKS FLOODS FLOOD PLAINS DISCHARGES VALUE INTERACTION THEORY METHODS PREDICTION STAGE TURBULENT SHEAR JUNCTIONS FORCES IDEALISED BOUNDARIES SMOOTH...

...L AGUILLAR; MG ALLINSON; K SRISKANDAN; S SHANMUGAM; P JOHNSON; J ROWLEY; P ELLIOTT © Thomas Telford and ICE 1981 BRIDGES STANDARDISATION SPANS STANDARD PARAMETERS DESIGN CONSTRUCTION DOCUMENTATION DRAWINGS USERS MANUALS COMPUTERS PROGRAMS STAGE SABRE DECKS UNDERBRIDGES...

... TREATMENT STAGE RECLAMATION SEA GEOLOGY COSTS DISPOSAL CONSTRUCTION CRUDE ESTUARIES INTERCEPTOR PRIMARY EFFLUENT PROJECTS LAND ECOLOGY Proc. Instn Civ. Engrs, Part 1, 1976, 60, Feb., 53-78 Development of Edinburgh s sewage disposal scheme The Paper describes the development through...

... CONTRACTS STAGE SEA PROTECTION WIND CHANGE DAMAGE DESIGN EMERGENCIES SUPERVISION LAND WALLASEY MERSEY LIVERPOOL WIRRAL IRISH SEA UK Fig. 1. Generalview of embankment 7833 The Wallasey Embankment The Paper traces the conceapnt d history of the Wallasey Embankmefnrtom its origin...

... INVESTIGATIONS CRACKING REINFORCED STEEL STAGE DATA MAXIMUM Proc. Insfn Ciu. Engrs, Part 2, 1975, 59, Sept., 411428 7817 A method for determining the spacing and width of cracks in partially prestressed concrete beams P. DESAYI, BE(Hons). MTech, PhD, MlE(lndia)* The Paper presents the resultosf...

...B STAFFORD SMITH; KMK RAHMAN © Thomas Telford and ICE 1973 SOUTHAMPTON UNIVERSITY ANDREWS KENT AND STONE THEORY SEQUENCES SHEAR PROGRAMS FINITE ELEMENTS METHODS ANALYSIS STUDIES PRECAST WALLS STRESS STAGE JOINTS FAILURES PANELS COMPUTERS LOADS COLLAPSE STRENGTH...

...F P WIESINGER; S L LEE © Thomas Telford and ICE 1964 ILLINOIS UNIVERSITY NORTHWESTERN UNIVERSITY ILLINOIS ANALYSIS IRREGULAR BUILDING FRAMES MOMENTS DISTRIBUTION MEMBERS STAGE FIXED ENDS TRANSLATION EQUILIBRIUM APPLIED LOADS UNBALANCED JOINTS PROCEDURE ROTATION...

...R A STEPHENSON; O T BARFOD © Thomas Telford and ICE 1963 MERSEY DOCKS & HARBOUR BOARD PETER LIND TANKERS ACCOMMODATION DESIGN CONSTRUCTION OIL RIVERS TIDES RANGE TIDAL TUBES MANNESMANN VERTICAL CANTILEVER BOOMS GRAVITY FENDERS ANCHORING FLOATING STAGE...

... leveiln a well 30 yd from the river is 26 ft below river level. EFFECTOF WEED GROWTH ON STAGE DISCHARGE 10. Theprolificweedgrowthof the spring-fedriversprevents the use of standard stage discharge curves. It is difficult for those unfamiliar with Chalk streams to visualize the effect weed growth has...