...G C MAYS; A R HUTCHINSON ENGINEERING PROPERTIES STRUCTURAL ADHESIVES BONDING DURABILITY JOINTS SEMISTRUCTURAL STEEL CONCRETE STRENGTHENING BUILDINGS BRIDGES COMPONENTS COMPLIANCE SPECTRUM TWO PART COLD CURING CHEMICAL PHYSICAL WORKING CHARACTERISTICS MIXED FRESH...

... CONSTRUCTION MONITORING GAUGES NOISE MOVEMENT MEASUREMENT PROCEDURE STRAIN STRUCTURAL COMPLIANCE PARAMETERS CONSENTS COSTS PERMANENT PRESSURE POINTING WALLS CLOSURES SOILS PIPES SITE INVESTIGATION SURVEYS INVESTIGATIONS UNDERWATER DIVERSION METHODS HYDROLOGY REMOVAL STRUCTURES...

... FOUNDATIONS UNIFORM LAYERED SUPERPOSITION STRATA METHODS COMPLIANCE SHAPE Proc. Instn Ciu. Engrs, Part 2, 1985,19,June, 241-213 PAPER 8844 EGNRGOIUNGPEREORUINDG Elastic settlement of a transversely isotropic continuum with surface loading over a polygonal region J. A. HOOPER, MEng, PhD, DIC, MICE...

...AN BEAL; R WALLIS © Thomas Telford and ICE 1984 R H THOMASON OVE ARUP CONCRETE CUBES STRENGTH SPECIFICATIONS LIMIT STATE PRACTICE CODES COMPLIANCE THEORY METHODS SAMPLING QUALITY TESTS UK Proc. InstnCiu. Engrs, Part 1, 1984,76,Feb.,317-319 INFORMALDISCUSSION...

...AN BEAL; JA BLAND; NB SWEETMAN; JE SPINDEL; SR ARNOLD; MJ BAKER; W MANNERS; R SYM; PW KEENE; G BROCK; CP 110; BS 5328 © Thomas Telford and ICE 1982 STANDARD CONCRETE CUBES STRENGTH STATISTICS SPECIFICATIONS COMPLIANCE SPECIMENS QUALITY CONTROL POPULATION METHODS ASSESSMENT...

... in BS 5328 and is now being adopted for other materials. On investigation it is found that in addition to being awkward to apply in practice the C P 110 and BS 5328 definitions are very vague and there are serious conflicts between them andthe proposed compliance criteria. Theimportant distinction...

...MC DART; PJL WYLLIE; EEC © Thomas Telford and ICE 1981 THAMES WATER AUTHORITY EUROPEAN COMMUNITY WATER WATER AUTHORITIES DESIGN COMPLIANCE DIRECTIVES ECONOMICS ENVIRONMENT QUALITY LEGISLATION CONSENTS SAMPLING STANDARDS MONITORING RIVERS ACTS NETWORKS EFFLUENT...

... deptpharameter g 1 / 5 H / Q 2 ' 5without further constraint. Although this must contain a quite dom- inant continuity element,' the indication of compliance of a log-normal correla- tion (see Fig. 2), independent of sideslope or charge, was so markedthat it appeared worthwhile to extend the data coverage. 12...

...DIH BARR; REYNOLDS; COLEBROOK WHITE © Thomas Telford and ICE 1980 STRATHCLYDE UNIVERSITY TRANSITION FLOW REYNOLDS NUMBERS TESTS TIME CONTINUOUS LAMINAR NUMERICAL EQUATIONS CALCULATIONS COMPLIANCE RESISTANCE TURBULENT REPRESENTATION REGIMES COMBINED ROUGH Proc...

...P P CHRISTIANO; P C RIZZO; S J JARECKI © Thomas Telford and ICE 1974 CARNEGIE MELLON UNIVERSITY E D APPOLONIA PITTSBURGH WESTINGHOUSE ELECTRIC WESTINGHOUSE COMPLIANCE SYSTEMS STIFFNESS PROPERTIES ENERGY SOLUTIONS NON DIMENSIONAL HORIZONTAL RIGID FINITE ELEMENTS...

...AM REAY; R SHEPHERD © Thomas Telford and ICE 1971 CANTERBURY UNIVERSITY NZ DYNAMICS REINFORCED AMPLITUDE TESTS MODES FOUNDATIONS SOILS CHARACTERISTICS STEADY STATE TALL DAMPING COMPLIANCE STRUCTURES ADJACENT BUILDINGS VIBRATIONS PREDICTION EXCITATION FORCES...

... FLOORS PROPERTIES COMPLIANCE CHANGE RIGID RESTRAINT MULTI STOREY BUILDINGS FREQUENCIES WIND SLABS SHEAR VALUE UPPER BOUNDS WEIGHT INFLUENCE ROCKING METHODS BASES 7173 Dynamic characteristicsof a multi-storey concrete building The first four lateral modes and frequencies of vibration...