...A ZINGONI; M N PAVLOVIC © Thomas Telford and ICE 1991 IMPERIAL COLLEGE EFFECT SUPPORT CONDITIONS LIQUIDS SPHERICAL VESSELS LIMITING RINGS BEAMS STIFFNESS STRESS BENDING LOCALISED KINEMATICS CONSTRAINTS DISPLACEMENT PATTERNS AXIAL TORSIONAL ROTATIONAL RIGIDITY...

...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...

...H AHMADI; S GILBERT © Thomas Telford and ICE 1990 QUEENS UNIVERSITY BELFAST BEHAVIOUR REINFORCED CONCRETE SLABS COLUMNS MODELS CYCLIC LATERAL LOADING MODELLING LOADS FLAT GRAVITY EDGES SERVICE ULTIMATE STAGE TESTS PANELS ROTATIONAL RESTRAINT LONGITUDINAL APPLIED...

...B F RONALDS © Thomas Telford and ICE 1989 TORSIONAL TRIPPING STIFFENERS DESIGN METHODS COMPRESSION DEFLECTION COLLAPSE DATA OUTSTANDS IMPERFECTIONS BUCKLING SLENDER STEEL PLATES LOADS LOCAL ANALYSIS ROTATIONAL INTERACTION FINITE ELEMENTS GEOMETRY BEHAVIOUR STRENGTH...

... ROTATIONAL HUMBER BOSPORUS UK TURKEY Proc. InstnCiv. Engrs, Part 2,1989,87,Mar., 7386 PAPER 9389 STERNUGCINTEUERRAINLG GROUP Seismic response of modern suspension bridges to asynchronouslongitudinal and lateral ground motion A. A. DUMANOGLU, BSc, MSc, PhD* R. T. SEVERN, DSc, FEng, FICE...

... RESPONSES POWER DISSIPATION STILLING POOLS LEVELS PRELIMINARY EXCITATION TRANSVERSE WATER INTERNAL MASS ROTATIONAL WAVES RATIOS VALUE PRESSURE TURBULENT SCHELDT ANTWERP BELGIUM Proc. Instn Ciu. Engrs, Part 2, 1985,79, Sept., 483-509 8901 PAPER ENGINEERING GROUP Progressive...

...WM CLARK; ME BRAMLEY; RF THORP; RAH LAYCOCK; MR HASAN; KR RUSHTON; JFF CLARK © Thomas Telford and ICE 1983 WATER AGRICULTURE RICE CULTIVATION IRRIGATION FIELDS MANAGEMENT METHODS ROTATIONAL CONTINUOUS FLOODS SOILS TESTS ESTIMATING BUNDS EFFICIENCY CROPS LOSS RAINFALL...

... PREPARATION CONSTANT FIELDS RATE SOILS SATURATION LAYERS EVAPORATION PERCOLATION MAINTENANCE TRANSPLANTING GROWTH CROPS RAINFALL CALCULATIONS STORAGE LOSS EFFICIENCY DISTRIBUTION SYSTEMS PLANTING WATERING SCHEDULES GOLONGANS CONTINUOUS ROTATIONAL TROPICS COUNTRIES DEVELOPING...

...IM MAY © Thomas Telford and ICE 1981 WARWICK UNIVERSITY COLLAPSE PANELS COMPRESSION RIGID MATERIALS FRAMES UPPER BOUNDS LOWER BOUNDS FIELDS TECHNIQUES RECTANGULAR CRUSHING LOADS OPENINGS SHEAR PLASTIC SQUARE ANALYSIS METHODS HOLES COINCIDENTAL ROTATIONAL...

... UNCONFINED HIGH CAPACITY ROTATIONAL PLASTIC HINGES FAILURES MODES ULTIMATE LOADS BEHAVIOUR ANALYSIS TENSILE STRENGTH Proc. Insfn Ciu. Engrs, Part 2, 1980, 69, Sept., 801-812 8371 Compositreeinforcecdoncrete beams in hogging bending R. TAYLOR, BSc,DIC,MICE,MIStructE* A. Q. S. AL-NAJMI, BSc...

...JO SURTEES; ED PAPE; GW OWENS © Thomas Telford and ICE 1980 IMPERIAL COLLEGE BOLTS FRICTION SHEAR CONNECTIONS RESPONSES INITIAL FORCES GRIP JOINTS TECHNIQUES SLIP LOADS DISTRIBUTION ECCENTRIC MEASUREMENT NON LINEAR FAILURES ROTATIONAL Proc. lnst Ciu. Engrs...

... has given good agreement. Notation shape coefficients for stress-strain curve for concrete vector describing strain field vector of miscloses misclose vector of actions stiffness length of column length of element moment vector of end moments axial load number of elements vector of end rotations shear...

... of the basic element used in this work has been published only in shortened form. The complete element stiffness matrix is developed here showing how the shear, bending and axial deformation of the flexible part, rotational springs and the rigid parts (Fig. 1) are taken into account. A method for carrying out...

...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...

...-sectional areas of an outer column (applies in the case of three-column assemblies) gravitational acceleration height of the structure storey height reduced moment of inertia of a lintel' sum of the moments of inertia of all the columns cantilever bending stiffness of the structure rotational stiffness...

...A GHALI; AM NEVILLE © Thomas Telford and ICE 1972 CALGARY UNIVERSITY LEEDS UNIVERSITY THREE DIMENSIONAL WALLS FORCES TALL RANDOM PLANS MATRICES LATERAL ROTATIONAL ANALYSIS EFFECT MULTI STOREY BUILDINGS ARRANGEMENT MATRIX METHODS STIFFNESS SHEAR HORIZONTAL...

... SHELLS PROFILES VOLUME CONTROL THERMAL THEORY SYMMETRIC STRESS MEMBRANES LOADS UNIFORM MERIDIONAL FOUNDATIONS CONSTRUCTION AERODYNAMICS PARAMETERS ROTATIONAL ...

... to in 55 8 and 15 were experienced and we were most interested in the Authors' approach. The difficulties arise at the junctions of non-coplanar elements, because in-plane stiffnesses are defined without recourse to in-plane rotations at the nodes of connecting elements. This difficulty is minimal...