...W H HAGER SWISS FEDERAL TECHNOLOGY INSTITUTE EXPERIMENTS STANDARD SPILLWAYS FLOW GEOMETRY DAMS PROFILES CURVATURE CONTINUOUS PRESSURE CHANNELS INVERTS PRISMATIC TWO DIMENSIONAL VELOCITY CREST COEFFICIENTS DISCHARGES DOWNSTREAM CHUTES SLOPES INSTRUMENTATION PUMPS...

...P A A BACK; W T MEE SIR ALEXANDER GIBB PROJECTS PLANNING DESIGN DAMS VICTORIA PROJECT COUNTRIES DEVELOPING TROPICS HYDROELECTRICITY IRRIGATION INVESTIGATIONS DOUBLE CURVATURE CONCRETE ARCHES TUNNELS POWER STATIONS FEASIBILITY STUDIES HYDROLOGY GEOLOGY POWER SPILLWAYS...

... of incremental displacements b breadth of section d effective depthof section h overall height of rectangular sectionor centre to centre flange heighotf I section tf thickness of flange U vertical displacement W horizontal displacement A vector of coefficientsof displacements B curvature matrix derived from...

... PROCEDURE FREE CURVATURE LOCAL REINFORCEMENT RANGE SHIFT ACCURACY MODELS SECTIONS STIFFENING VALUE Proc. Instn Cio.Engrs, Part 2,1989,87, Sept., 41-28 PAPER 9453 STRUCTURAL ENGGRINOEUEPRING Effects of creep on cracked reinforced concrete beams under combined force and thermal loads L. A. CLARK...

... TRANSVERSE FLANGES MODELS INELASTIC MECHANISMS UNDERWATER CROSSINGS SHIELD DRIVEN PROPERTIES SHIELDS CYLINDRICAL FINITE STRIP MOMENTS CURVATURE RESPONSES STIFFNESS TUBES RIGIDITY HUDSON RIVER MANHATTAN NEW JERSEY USA UNITED STATES Proc. Instn Cio.Engrs, Part 2,1989,87, June...

...LA CLARK; JG CHURCH Proc. Instn Civ.Engrs, Part 2,1987,83, Mar., 197-212 PAPER 9122 STRUCTURAL ENGGRIONUEEPRING Thermal curvatures andstrains in cracked reinforced concrete beams L. A. CLARK, BEng, PhD, MICE, FIStructE* J. G. CHURCH, BSc, P h D t The results of tests on reinforced concrete beams...

... CAPACITY SLENDERNESS STRENGTH BENDING MOMENTS CURVATURE Proc. Instn Cio. Engrs, Part 2,1986,81, Sept.,397414 PAPER 9025 SETNRUGCINTEUERRAINLG GROUP The designof slender columns A. N. BEAL, BSc,MICE,MIStructE* A graphical method is proposed which allows rapid and accurate analysis of slender columns...

...N TAYLOR; P HIRST Proc. Instn Ciu.Engrs, Part 2, 1984,77,Sept., 399400 SYNOPSIS OF TECHNICAL NOTE 424 Regarding flexural curvature N. TAYLOR, BTech, MSc, PhD* P. HIRST, BSct The theory of Simple Bending is one of the most important aspects of any undergraduate syllabus appertaining to Civil...

...RH SCOTT; CP 110 DURHAM UNIVERSITY © Thomas Telford and ICE 1983 SHORT TERM MOMENTS CURVATURE RELATIONS REINFORCED CONCRETE BEAMS PROCEDURE CALCULATIONS STRESS STRAIN ENVELOPES MODELLING BEHAVIOUR MODELS TENSION TESTS CODES PRACTICE MATHEMATICS LOADS DEFLECTION...

... accept that with the curvature in plan it would have been difficult to make a conventional launchinggirder work. 18. The working space for stressing and front end working looked very restricted. Was the size of this a contractor s decision, or was it associated with the design of the temporary works...

...A KAMASUNDARA RAO; K NAGI REDDY © Thomas Telford and ICE 1981 RUARANGAL REGIONAL ENGINEERING COLLEGE INDIA ROTATION PRESTRESSED STIRRUPS STRESS CONFINED MOMENTS EXPERIMENTAL BEAMS STEEL TENSION CAPACITY CONCRETE CONFINEMENT STRAIN CURVATURE FAILURES SECTIONS...

...AM ANSAH; JE GIBSON © Thomas Telford and ICE 1980 CITY UNIVERSITY ANALYSIS STRUCTURES CURVATURE TRANSLATIONAL MULTI SHELLS SHELLS ROOFS Proc. Insrn Cic. Engrs, Part 2, 1980, 69, Dec., 1049-1050 8183 DISCUSSION Analysis of translational shell structures A. M. ANSAH...

...MA CRISFIELD; IVANOV; NEWTON; TRRL; RAPHSON © Thomas Telford and ICE 1980 TRANSPORT AND ROAD RESEARCH LABORATORY TRRL AUTOMATIC PLATES SHALLOW METHODS ACCELERATED STRESS CURVATURE INCREMENT ITERATIVE UNIAXIAL BOX THEORY PROGRAMS STEEL ITERATION NON LINEAR STIFFENED...

... PROBLEMS EFFECT PURE FINITE ELEMENTS MATRIX COMPONENTS EIGEN VALUES NATURAL SHAPE MATRICES TRANSFORMATION VARIATIONS CURVATURE COEFFICIENTS VALUE HARMONIC CONCRETE DYNAMICS VIBRATIONS SPEED FORCES METHODS VERTICAL NODAL TECHNIQUES FREQUENCIES REDUCED ITERATION TWIN SPANS DEPTH...

...KJ THOMPSON; R PARK NEW ZEALAND MINISTRY OF WORKS CANTERBURY UNIVERSITY NZ MOMENTS LOADS CONCRETE METHODS PARTIAL INELASTIC STRAIN STEEL CURVES FACTORS EFFECT CURVATURE CYCLIC MEMBERS REINFORCED RANGE MODELS PRESTRESSING TESTS BUCKLING DISTRIBUTION BEHAVIOUR...

... CORNERS COMPRESSIVE SHELLS DEFORMATION CURVATURE EQUATIONS ROOFS SUCCESSIVE WORKING SHEAR HINGED FORCES Proc. Insrn Civ. Engrs, Part 2, 1980, 69, Mar., 1-32 8183 Analysis of translational shell structures A. M. ANSAH, BSc, PhD, FGhlE* The Paper presents a stress deformation theory...

... COMPRESSION WELDS WEBS DESIGN PROCEDURE YIELDING PREMATURE LOCAL BUCKLING HIGH FABRICATION BEHAVIOUR RAFTERS UNRESTRAINED CURVATURE FRAMES THEORY TOES COMPRESSIVE YIELD Proc. Instn Civ. Engrs. Part 2, 1979, 61, Sept., 845-850 TN 235 Tests on tapered and haunched beams M. R. HORNE, MA...

...JM ROTTER; P ANSOURIAN © Thomas Telford and ICE 1979 SYDNEY UNIVERSITY COMPOSITE ELASTIC BENDING PROPERTIES STRESS STANDARD CURVATURE FORMS ACCURACY TESTS CHARACTERISTICS SLABS STEEL STRENGTH PLATEAU BEHAVIOUR BEAMS SAGGING RESPONSES EFFECT GEOMETRY INTERFACE...

...KI MAJID; MP SAKA; T CELIK © Thomas Telford and ICE 1978 ASTON UNIVERSITY KARADENIZ UNIVERSITY THEOREMS GENERALISED FRAMES CURVATURE PLASTIC HIGHWAYS STRUCTURAL RIGID FORCES NON LINEAR TOPOLOGY BRIDGES LINEAR VARIATIONS JOINTS DEFLECTION MOMENTS ELASTIC DESIGN...

...IM MAY; RP JOHNSON; NEWTON RAPHSON WARWICK UNIVERSITY INELASTIC RESTRAINED RESTRAINT AXIAL INTEGRATION EQUATIONS TECHNIQUES TESTS SOLUTIONS LENGTH ENCASED NUMERICAL ANALYSIS COLUMNS ROTATIONAL MOMENTS GOVERNING DIFFERENTIAL CORRECTIONS COMPUTERS ITERATION CURVATURE...