...F GONZALEZ VIDOSA; F G VIDOSA; M D KOTSOVOS; M N PAVLOVIC; NEWTON RAPHSON THREE DIMENSIONAL NON LINEAR FINITE ELEMENTS MODELS STRUCTURAL CONCRETE STRUCTURES MATERIALS STRESS STRAIN FAILURES MODELLING CRACKS CRACKING ITERATIVE METHODS SMEARED INCREMENTAL PROCEDURE LOADING...

...D ATHERTON; P D JACKSON; R COWELL; R SMITH; P W FRIEND © Thomas Telford and ICE 1991 CLOSE TOLERANCES STRUCTURES SPECIFICATIONS PERFORMANCE VIBRATIONS NOISE TRANSMISSION GEOMETRY DIMENSIONS BUILDINGS VACUUM DEWATERING ISOLATION Proc. Instn Cio. Engrs, Part 1, 1991, 90, Aug...

...A K H KWAN © Thomas Telford and ICE 1991 HONG KONG UNIVERSITY ANALYSIS COUPLED WALLS FRAMES STRUCTURES METHODS SHEAR DEFORMATION CORES TORSION LOADS SOLID ELEMENTS RIGID ARMS WIDE COLUMNS STIFFNESS MATRIX BEAMS MATRICES ROTATIONAL DEGREES FREEDOM Proc. Instn...

...Y REN JIE Proc. Instn Ciu. Engrs, Part 2, 1991, 91, June, 203-214 STRUC9T65U5PRAAPLER AND BUILDING BOARD Multi-storeyed long-span factory building with twin arch truss structure YU REN-JIE* Introduction In the middle and late 1970s, on the basis of experimental data, a new structural system...

... applications, as the developed geometry of structures appears to be too far removed from thenatural shapes of river channels. Such views are accentuated by the calculationsneeded to establish the most appropriate streamlined shape in each case, where channel configuration, bridge discharge requirement...

...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...

...C J F P JONES; J B CRIPWELL; D I BUSH; D A FERNANDO © Thomas Telford and ICE 1991 REINFORCED EARTH TRIAL STRUCTURES RING ROADS ROADS RING PFA PULVERISED ASH FUEL FUEL ASH FILL EFFECT AGE HARDENING COST BENEFIT SOILS REINFORCEMENT INTERACTION ECONOMICS DESIGN LIFE...

... SYSTEMS PROTECTION STEEL LOADING WIND LOADS IMPOSED STRUCTURAL SECTIONS FABRICATION PUBLIC HEALTH DRAINAGE LANDSCAPING STRUCTURES AWARDS BOTANY ROYAL KEW LONDON UK Proc. Instn. Civ. Engrs, Part 1, 1991, 90, Feb., 2 9 4 5 PAPER 9525 STRUCTURAL ENGGRIONUEEPRING An engineer s...

...G MULLER; G I B RANKIN; HENNEBIQUE © Thomas Telford and ICE 1991 QUEENS UNIVERSITY BELFAST HENNEBIQUE SYSTEMS BUILDINGS REUSE STRUCTURES REINFORCEMENT BARS LAYOUT SHEAR RESISTANCE ENHANCED BEAMS SLABS TRUSSES MODELS STRESS TRAJECTORY SHALLOW ANGLES BENT MECHANISMS...

...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...

... sites, a maximum allowable stress of 180 MPa wasused. Table 2 indicates that a pile section as light as a Frodingham 4N would be sufficient to carry the structural forcesin each case. 27. The deflected shapes of the walls are presented in Fig. 11. These correspond to the bending moment distributions...

...B STAFFORD SMITH; M CRUVELLIER; D JOHNSON © Thomas Telford and ICE 1990 NOTTINGHAM POLYTECHNIC PLANAR MODELLING TECHNIQUES ASYMMETRIC BUILDING STRUCTURES MODELS METHODS PLANE NODES THREE DIMENSIONAL VISUALISATION TWO DIMENSIONAL ANALYSIS Proc. Instn Ciu. Engrs...

... authorities, industry, and liaison members from the FHWA and the TRB. Typically, the SHRP willhave between 40 and 60 ETGs in being at any given time. There is international representation on the Advisory Committees and a number of ETGs. Fig. 1 shows how this advisory structure supports the SHRP. Additionally...

...R E MELCHERS; R C TURNER Proc. Instn Civ.Engrs, Part 2,1990,89, Sept.,439442 9395 DISCUSSION COMPUTER APPLICATIONS AND METHODS GROUP Structural reliability assessmenftor major structures R.E.Melchers R. c. Turner, ImperialCollege of Science,Technology & Medicine,and W . S. Atkins Engineering...

...D PILGRIM; B P PRITCHARD LIGHT RAIL DOCKLANDS CONSTRUCTION DEVELOPMENT FRAMEWORK TRANSMISSION CONNECTORS DECKS FATIGUE LIFE PRELIMINARY GIRDERS BOX RAILWAYS UPGRADING BRIDGES SUSPENDED PILECAPS UNITS DRILLING DELTAS BRAKING WORKS REINFORCED STRUCTURES LIGHT DESIGN...

...PA CRAY; PB SIMPSON; J TATTERSFIELD SIR ROBERT MCALPINE TAYLOR WOODROW WIND TURBINES STRUCTURES FOUNDATIONS VERTICAL AXIS ENERGY TOWERS Proc. lnstn Civ. Engrs, Part 1, 1990,88,June, 495496 INFORMAL DISCEUNSESRIGOYN ENGINGEREORUINPG Wind turbine structures andfoundations...

...CJFP JONES; CEGB; JB CRIPWELL; DI BUSH © Thomas Telford and ICE 1990 NEWCASTLE UNIVERSITY CENTRAL ELECTRICITY GENERATING BOARD NETLON CEGB REINFORCED STRUCTURES SOFT PULVERISED FILL DRAINAGE WALLS RECORDING GRIDS CERTIFICATES GEOGRIDS CORROSION EARTH ROADS SOILS...

... STRUCTURES TWO DIMENSIONAL THREE DIMENSIONAL TRANSLATION PROPERTIES DISPLACEMENT STRUCTURAL Proc. InstnCiu. Engrs, Part 2, 1990,89, Mar., 1-14 PAPER 9381 STERNUGCINTEUERRAINLG GROUP Planar modelling techniques for asymmetric building structures B. STAFFORD-SMITH, DSc, PhD, BSc,FICE* M. CRUVELLIER...

...R BURROWS; K H M ALI; A J SAUL © Thomas Telford and ICE 1989 RECTANGULAR STORMS STRUCTURES TESTS SOLIDS SHAFTS SEWAGE LABORATORIES PARTICLES CHAMBERS CONFIGURATION OVERFLOWS MODELS POLLUTANTS SOLUTIONS Proc. Instn Ciu.Engrs, Part 2,1989,87, Dec., 641-644 DJSCUSSION...

...P G SAMUELS © Thomas Telford and ICE 1989 BACKWATER PARAMETERS ESTIMATES STATIONS STRUCTURES SOLUTIONS EQUATIONS HYDRAULICS UPSTREAM LOCATION PHYSICAL AUTOMATIC LENGTH CHANNELS GAUGING RECORDS CANALS APPROXIMATE HYDRODYNAMICS MODELS INFLUENCE BOUNDARIES PUMPS LAND...