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1-16 of 16
Keywords: INERTIA
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Journal Articles
Proceedings of the Institution of Civil Engineers (1991) 91 (2): 365–372.
Published: 01 June 1991
...A G L BORTHWICK; D M HERBERT; B W WILSON; CARPENTER; KEULEGAN © Thomas Telford and ICE 1991 CIRCUMFERENTIAL PRESSURE FIXED VERTICAL CYLINDERS WAVES TESTS CYLINDRICAL PILES INERTIA COEFFICIENTS Proc. Instn Ciu. Engrs, Part 2, 1991,91, June, 365-372 DISCUSSION ON PAPER 9494...
Journal Articles
Proceedings of the Institution of Civil Engineers (1986) 81 (3): 353–395.
Published: 01 September 1986
... LOADS DAMPING STRUCTURAL INERTIA FORCES CORRELATION SUPPORTS MOVEMENT ACCELERATION STUDIES NUMERICAL FREQUENCY TIME HARMONIC ANTENNAE FORWARD INTEGRATION POTENTIAL ENERGY WORK CONVERGENCE SCALING MAGNITUDE VELOCITY SPECTRA POWER MATRICES MATRIX TURBULENT MODELS MODELLING...
Journal Articles
Proceedings of the Institution of Civil Engineers (1985) 79 (2): 365–381.
Published: 01 June 1985
... PREDICTION BOUNDARIES RESTRAINT MODELS DIAPHRAGM ADJACENT RESEARCH INERTIA MONITORING DEFLECTION STIFFENERS IMPERFECTIONS PARAMETERS TESTS EFFECT CORRELATION MATERIALS INVESTIGATIONS MEASUREMENT GEOMETRY CYLINDERS Proc. Instn Civ. Enyrs, Part 2, 1985,79, June,365-381 PAPER 8891...
Journal Articles
Proceedings of the Institution of Civil Engineers (1985) 79 (1): 105–117.
Published: 01 March 1985
..., FICE, FIStructE, FASCEt The field transfer matrix technique is used to determine the natural frequencies of atall outrigger-braced structure. The effects of bending, shear and rotatory inertia are includeidn the analysis. The influences of the relative flexural and axial stiffnesses of the core...
Journal Articles
Proceedings of the Institution of Civil Engineers (1984) 77 (3): 333–352.
Published: 01 September 1984
.... It is shown in this Paper thatthe effect of the finite travel time is to produce what is called a pseudo-static displacement, in addition to the normal dynamic displacement. Whereas the latter is caused by inertia, the former is caused by the differential movement of the structure-foundation interface...
Journal Articles
Proceedings of the Institution of Civil Engineers (1982) 73 (2): 481–483.
Published: 01 June 1982
...M EFTHYMIOU; R NARAYANAN; PK STANSBY © Thomas Telford and ICE 1982 MANCHESTER UNIVERSITY WAVES FORCES SUBMARINE PIPELINES INERTIA COEFFICIENTS VALUE EXPERIMENTS LINEAR DIFFRACTION THEORY REFLECTION SECOND ORDER SEABED HORIZONTAL VERTICAL CYLINDERS VELOCITY SQUARED...
Journal Articles
Proceedings of the Institution of Civil Engineers (1981) 71 (3): 773–787.
Published: 01 September 1981
...M EFTHYMIOU; CARPENTER; R NARAYANIAN; KEULEGAN © Thomas Telford and ICE 1981 UMIST MANCHESTER UNIVERSITY WAVES PIPELINES NUMBERS LABORATORIES HORIZONTAL HEIGHT PROXIMITY THEORY STATE INVESTIGATIONS MODELS EFFECT FORCES INERTIA TESTS CYLINDERS DIAMETER EXPERIMENTS...
Journal Articles
Proceedings of the Institution of Civil Engineers (1981) 71 (2): 323–339.
Published: 01 June 1981
... COEFFICIENTS EVALUATION INTERACTIVE NON DIMENSIONAL SECTIONAL REINFORCEMENT SIMPLE CONCRETE METHODS UNIFORM PLATES INERTIA TESTS ISOTROPIC PROCEDURE STRENGTH PREDICTION EXPERIMENTS INDIA Proc. lnstn Ciu. Engrs, Part 2,1981, 71, June, 323-339 8439 Short-timedeflexionsof simplysupported...
Journal Articles
Proceedings of the Institution of Civil Engineers (1980) 69 (4): 1057–1058.
Published: 01 December 1980
...DSQ ISAACSON; PK STANSBY © Thomas Telford and ICE 1980 BRITISH COLUMBIA UNIVERSITY MANCHESTER UNIVERSITY INERTIA CONFIGURATION EFFICIENCY SOURCES VELOCITY WAVES VORTICES CYLINDERS ARBITRARY RETAINING ELEMENTS FORCES VORTEX FLOW SHEET REPRESENTATION CALCULATIONS...
Journal Articles
Proceedings of the Institution of Civil Engineers (1980) 69 (1): 63–71.
Published: 01 March 1980
...PK STANSBY © Thomas Telford and ICE 1980 SALFORD UNIVERSITY INERTIA CONFIGURATION BOUNDARIES REPRESENTATION STRENGTH NUMERICAL WAVES PROGRAMS UNIFORM COEFFICIENTS CYLINDERS ARBITRARY FORCES OSCILLATING DISTRIBUTION INFLUENCE DIFFRACTION THEORY VELOCITY FLOW...
Journal Articles
Proceedings of the Institution of Civil Engineers (1979) 67 (2): 501–507.
Published: 01 June 1979
...R BURROWS; JR MORISON PERIODS CYLINDERS INDUCED OFFSHORE ELEVATIONS THEORY DRAG SYSTEMATIC EQUATIONS WATER ESTIMATING REGULAR SUBMERGED STRUCTURES ESTIMATES GRAPHS INERTIA HEIGHT DEEP LOADS WAVES MEMBERS DESIGN OPTIMUM LINEAR FORCES METHODS SIZE DEPENDENCE Proc...
Journal Articles
Proceedings of the Institution of Civil Engineers (1979) 67 (2): 529–536.
Published: 01 June 1979
...P DESAYI; KU MUTHU; JOHANSEN INDIAN INSTITUTE OF SCIENCE SHORT TIME RESTRAINED SLABS TWO WAY CLASSICAL EFFECT INERTIA GROSS APPLIED EVALUATION CURVES PREDICTION UNIFORM CONSTANTS DEFLECTION REINFORCED METHODS LOADS THEORY MOMENTS SECTIONS COEFFICIENTS TESTS STRENGTH...
Journal Articles
Proceedings of the Institution of Civil Engineers (1977) 63 (3): 515–562.
Published: 01 September 1977
... ANALYTICAL RELIABILITY COMPUTERS PIPELINES ERRORS FLUIDS STRUCTURES WAVES EQUATIONS THEORY INFLUENCE COEFFICIENTS PROXIMITY MEMBERS FORCES NUMERICAL EXPERIMENTAL PROGRAMS INERTIA CYLINDERS BIBLIOGRAPHY LOADS METHODS CURRENTS LARGE MARINE PARTICLES INCLINATION PROBLEMS SLAMMING...
Journal Articles
Proceedings of the Institution of Civil Engineers (1975) 59 (3): 469–485.
Published: 01 September 1975
... of coupled shear walls supported on columqs or a portal frame. The analysis is based on the continuous medium approach, and Hamilton s principle is usedto derive the governing differcntial equations and boundary conditions. Transverse, longitudinal and rotatory inertia effects are included. The solutionof...
Journal Articles
Proceedings of the Institution of Civil Engineers (1975) 59 (1): 209–213.
Published: 01 March 1975
...PR MUKHERJEE; A COULL; H TOTTENHAM © Thomas Telford and ICE 1975 HUME TOTTENHAM AND BENNETT FREE SHEAR BASES EQUATIONS VIBRATIONS WALLS LOADS METHODS COUPLED FLEXIBLE INERTIA Proc. Insrn Ciu. Engrs, Part 2, 1975,59, Mar., 209-213 7720 DISCUSSION Free vibrationsof...
Journal Articles
Proceedings of the Institution of Civil Engineers (1974) 57 (3): 493–511.
Published: 01 September 1974
...PR MUKHERJEE; A COULL; RITZ GALERKIN © Thomas Telford and ICE 1974 STRATHCLYDE UNIVERSITY FREE SHEAR BASES ANALYSIS SYSTEMS TECHNIQUES METHODS INERTIA RITZ GALERKIN SHAPE ROTATIONAL MOTION SOLUTIONS VIBRATIONS WALLS APPROXIMATE ELASTIC CONTINUOUS STRAIN...
