... zone. The models were manufactured anadt tested the Instituteof Industrial Science, University of TokIynoc. omparison with the conventional European members, the modified section shows significant improvement in the ductility and energy absorption capacity under cyclic and transient dynamic loading...

... of economic benefits on the arch solution. Present methods 5. Present methods are described in Refs 2, 3 and 4. Ref. 4 sets out a mecha- nism program for computing the strenogfthmasonry arch bridges. The M E X E method 6. References 2 and 3 together cover what is known as the modified MEXE...

... PERFORMANCE SPECTRA ACCURACY MODIFIED CALCULATIONS SPECTRUM DESIGN IN SITU MONITORING h o c . Instn Ciu.Engrs, Part 2, 1988,8S, Dec., 689-700 PAPER 9333 STRUCTURAL ENGGRIONUEEPRING Fast fatigue assessment procedurfeor offshore structures under random stress history c.J. P.KAM, BSc, DipEng* W. D...

... MODIFIED TOOLS Proc. lnstn Ciu.Engrs, Part 2, 1986,81, Mar.,125-131 TECNHONTICEAL 460 WATER ENGINEGERROIUNPG An algorithmfor the determinationof limiting gradients for pipes flowingpartially full D. BUTLER, BSc, MSc, DIC, MICE, MIWES,MIPHE* An algorithm has been developed to calculate the limiting...

... BLOCKS PAVING SPALLING EDGES MATERIALS POLYMERS MODIFIED CEMENT MORTAR AIRPORTS PROPERTY SERVICES AGENCY BRITISH AIRPORTS AUTHORITY © Thomas Telford and ICE 1985 Proc. Instn Ciu.Engrs, Part 1,1985,78, Aug., 1033-1035 INFORMAL DISCUSSION TRANSPORTATIEONNGINEERIGNRGOUP Maintenance...

... is provided between designs carried out using this procedure and those in the Shell Design Manual, Road Note No. 29 and the TRRL Design Method. A brief review is also given of the Asphalt Institute Design Procedure. The Paper also indicates the benefits arising from theuse of novel or modified materials...

...JD BIRCHALL; K KENDALL; GP WELLS © Thomas Telford and ICE 1984 IMPERIAL CHEMICAL INDUSTRIES ICI KENNEDY & DONKIN ENERGY ECONOMICS INORGANIC MATERIALS CEMENT TENSILE STRENGTH RESEARCH POLYMERS PASTES MODIFIED REPLACEMENT TESTING SPECIMENS TESTS FLEXURAL THEORY...

...BS PANI; RN DASH © Thomas Telford and ICE 1983 INDIAN INSTITUTE OF TECHNOLOGY ROURKELA REGIONAL ENGINEERING COLLEGE WALLS JETS THREE DIMENSIONAL MULTIPLE OUTLETS FREE EQUATIONS PREDICTION MEAN FLOW CHARACTERISTICS MODIFIED SOLUTIONS DYNAMICS PRESSURE PROFILES...

... LOADS FACTORS OBJECTIVES SUPPORTS COLUMNS TRANSFER INFLUENCE CRANES LATERAL FORCES PROBLEMS WIND TUNNELS ANALYSIS MODIFIED TEMPORARY CONDITIONS FINITE ELEMENTS SOLUTIONS PROCEDURE OUTPUT OPERATION SPEED ACCURACY WORKING ENVIRONMENT SITES PERFORMANCE NATWEST LONDON CITY...

... THIN LIMITING DEFLECTION LONGITUDINAL TRANSVERSE NORMAL STRESS SHEAR FINITE ELEMENTS PREDICTION CALCULATIONS MODIFIED LAG TOTAL ROTATION SIMPLE WARPING ST VENANT HAND ELASTIC FOUNDATIONS GIRDERS BEHAVIOUR MODELS DATA ANALYTICAL METHODS IDEALISATION SPECIMENS CONSTRUCTION...

... DISCUSSION Hong Kong Mass Transit Railway Modified Initial System J.T. EDWARDS, CR. . COULSON, R . A. CHANINGPEARCE, D . F. MclNTOSH,A. JR. . WALKER, D. J. EASTWOOD, M.IMAMURA, H. DOHERTY, C. K. HASWELL,A. R. UMNEY, P. HALL, F. J. HANSEN,F. G. STOREY, G. 0.ARCHER, R . A. LANGFIELD, R. L.TAYLOR, M.J. TAYLOR...

... FINITE ELEMENTS ELASTIC MODIFIED YIELD RESULTANTS SIMPLE SIZE ALGORITHMS COMPRESSION GIRDERS EXPERIMENTS MATERIALS PROBLEMS CONVERGENCE GEOMETRY ANALYSIS SHELLS IMPERFECT ELASTOPLASTIC REGIMES FUNCTIONS PLASTIC PROCEDURE DEFLECTION CYLINDRICAL COLLAPSE DIAPHRAGM COMPUTERS...

... MODIFIED DESIGN STRUCTURES SECTIONS DEPOTS PODIA FLATS RECREATIONAL RECREATION SUPPORTS PLINTH HONG KONG KOWLOON BAY ASIA HONG KONG © Thomas Telford and ICE 1980 FREEMAN FOX MASS TRANSIT RAILWAY HENRY BOOT GAMMON Proc. Insrn Civ. Engrs, Part I , 1980, 68, Nov...

...DF MCINTOSH; M IMAMURA; AJR WALKER; H DOHERTY; DJ EASTWOOD MASS TRANSIT INITIAL CONSTRUCTION TUNNELS METHODS OUTLINES RESTRAINT RIGS BORING RAILWAYS SYSTEMS UNDERGROUND CUT AND COVER CONSULTANTS TECHNIQUES COFFERDAMS PILING MODIFIED DESIGN CONTRACTS PLANNING CONTRACTORS...

... ESTIMATING TRAFFIC INTERCHANGES HANDLING STAFF MECHANICAL FINISHES TUNNELS CONTRACTORS ORGANISATION MODIFIED PLANNING DEVELOPMENT FORMS VERIFICATION FORECASTS PASSENGERS ENTRANCES FACILITIES EQUIPMENT STRUCTURES VIADUCTS PROJECTS CONSTRUCTION HONG KONG HONG KONG ASIA...

... TUNNELS IMMERSED CONDITIONS ROCKS HARBOURS SEQUENCES LININGS FABRICATION MODIFIED DESIGN TUBES METHODS DRIVING PROBLEMS CONTRACTORS COMPRESSED BORING HONG KONG HONG KONG ASIA Proc. Instn Civ. Engrs, Part 1, 1980, 6 8 , Nov., 627-655 Hong Kong Mass Transit Railway Modified...

...JS COLOMBI; MJ LOWING; RB BULMAN; S SEETHARAMAN; JD ROBERTSON; RICHARDS © Thomas Telford and ICE 1980 TIPPETTS ABBETT MCCARTHY STRATTON UPPER VOLTA INSITUTE OF HYDROLOGY BASRAH UNIVERSITY MODIFIED FLOODS DURATION WORLD CATCHMENTS RAINFALL NON LINEAR RICHARDS ESTIMATING...

...CD MEMOS WATSON HAWKSLEY SURGES TIPS FORCES WAVES METHODS EQUATIONS THEORY MODIFIED FORMULATION VELOCITY WATER CALCULATIONS IMPACT FORCES HYDRAULIC CHARACTERISTICS © Thomas Telford and ICE 1979 ch.Proc. lnsrn Engrs, Part 2, 1979, 67, Sept., 853 8247 SYNOPSIS Surge...

... TRIANGULAR MODIFIED FLOW HEADS DISTANCE CLOSED PRISMATIC GRADUALLY GRADUAL Proc. Instn Ciu. Engrs, Part 2, 1979,67, June, 435-452 8212 Graduavllayriseudrfapcreofiles in horizontal and adversely sloping channels A. KUMAR, BE(Poona). DHE(Delh)* Surfaceprofilesinrectangular,trapezoidal,circular...

...DM PORTER; FW WILLIMAS; EULER; UWIST © Thomas Telford and ICE 1978 CARDIFF UNIVERSITY COLLEGE UWIST COLUMNS METHODS BATTENS UNIFORM FORMULAE NON UNIFORM ESTIMATES LOADS CALCULATORS CLASSICAL BUCKLING RIGID THEORY CONTINUUM PROGRAMS ELASTIC MODES MODIFIED DESIGN...