... ITERATIVE METHODS PREDICTION DISPLACEMENT CONFIGURATION EQUILIBRIUM CONVERGENCE CHARACTERISTICS TESTS NODAL RINGS EFFECTIVE DISTRIBUTION PASSIVE LATERAL FILL PRESSURE MOVEMENT BRICKS STONE RAILWAYS TAPERED TAPERS BRIDGEMILL BARGOWER PRESTON UK Proc. Instn Cic. Engrs...

...M H MURRAY; G MILLAR © Thomas Telford and ICE 1991 CENTRAL QUEENSLAND UNIVERSITY COLLEGE KINHILL CAMERON MCNAMARA DYNAMICS RESPONSES FORMWORK CONCRETE VIBRATIONS RESEARCH PERFORMANCE PANELS INVESTIGATIONS PRESSURE DISPLACEMENT FORMS COMPACTION ADJACENT FRESH POKERS...

...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...

..., two unconventional features were incorporated. The first is the porfovision additional transverse bars intendedto inhibit local bucklingat large displacements, andto increase the interaction between the two materials. The second is a reduced pitch for confining stirrups in the potential plastic hinge...

...A ZINGONI; M N PAVLOVIC EFFECT SUPPORT CONDITIONS LIQUIDS SPHERICAL VESSELS INCLINED SUPPORTS KINEMATICS CONSTRAINTS SHELLS STRESS INCLINED COLUMNS TANGENTIAL METHODS FLEXIBLE RINGS BEAMS MEMBRANES DISPLACEMENT DEFORMATION EDGES CORRECTIONS VARIATIONS BENDING...

...Y C KOG © Thomas Telford and ICE 1990 SINGAPORE SUNTEC CITY DEVELOPMENT DESIGN LOADS DISPLACEMENT BEHAVIOUR ANCHORAGES WEATHERED SANDSTONE SHALE FOOTINGS ROCKS ANCHORS PERMANENT BUILDINGS Proc. lnstn Ciu. Engrs, Part 2, 1990,89, Dec., 565-571 TECHNNOICTEAL 533...

... SPRINGS STIFFNESS RELATIONS FINITE DIFFERENCE MATRIX SETTLEMENT MATRICES DISPLACEMENT COMPUTERS PROGRAMS EQUIVALENT RINGS HOMOGENEOUS ISOTROPIC Proc. Instn Civ. Engrs, Part 2, 1990, 89, Sept., 407-431 PAPER 9595 STRUCTURAL ENGGRIONUEEPRING Simple computer analysis of circular rafts under...

... 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...

... of engineering structures. The theorems show that structures are interrelated: i.e. the analysis of a single structure contains the resuolftsa large numbeorf others. Introduction The repeated use of the matrix-displacement method of analysis for the assessment of modified structures in a design procedure is both...

...M Z AHMAD; T K DATTA © Thomas Telford and ICE 1989 MINIMUM FLAT POINTS DESIGN TRANSFER PROBLEMS CAPACITY STATIC COEFFICIENTS PANELS TRANSMISSION REINFORCEMENT SLABS SUPPORTS CONSTANT TWISTLESS MOMENTS STRIP KINEMATICS ULTIMATE DISPLACEMENT VOLUME SOLUTIONS PLASTIC...

.... Z. Andrawes, University of Strathclyde Little reference has been made in the Paper to displacements and Fig. 5 does not show clearly the displacemenptattern at thewall, in particular whether themovement referred to is the total or net movement. This information is important in order to establish...

... CALCULATIONS PLANAR FINITE ELEMENTS MODELS NODAL DEGREES FREEDOM BENDING THREE DIMENSIONAL NATURAL FREQUENCIES MODAL SHAPE MEASUREMENT TRANSIENT VIBRATIONS WIND TRAFFIC ACCELERATION VERTICAL VECTORS DYNAMICS DISPLACEMENT PSEUDO STATIC HUMBER BRIDGE CABLES SIDESPANS FLEXIBILITY...

...TM ROBERTS; H HAJIKAZEMI © Thomas Telford and ICE 1989 UNIVERSITY COLLEGE CARDIFF THEORY STUDIES BEHAVIOUR REINFORCED CONCRETE BEAMS STRENGTHENED EXTERNAL BONDED STEEL PLATES INVESTIGATIONS DISPLACEMENT STRAIN STRESS TENSION SOLUTIONS SHEAR NORMAL ADHESIVE LAYERS...

... MONITORING LONG TERM TESTS INVESTIGATIONS PROBLEMS TECHNICAL ENVIRONMENTAL ENVIRONMENT SITE INVESTIGATION MASS ACCESS CRACKING VISUAL MOVEMENT DISPLACEMENT MAPPING NON DESTRUCTIVE DISCOLORATION SURFACE POP OUTS DEPOSITS MIX PETROGRAPHIC CONTENT PETROGRAPHY STRENGTH STIFFNESS DAMAGE...

... on the general displacement pattern. This behaviour is well known, and is illustrated in the Paper. 49. Where such a raft is uniformly loaded, for example, its vertical displacement profile will be virtually identical to that for the limiting case of vertical pressure applied directly to the ground...

...DMF ORR STRENGTH SHEAR LOADS ECCENTRIC INCLINED METHODS DISPLACEMENT ANALYSIS EXPERIMENTAL DATA RIVETS FAILURES UNIVERSITY COLLEGE CORK IRELAND © Thomas Telford and ICE 1987 Proc. Instn Ciu.Engrs, Part 2,1987,83, Dec., 851-859 TECHNNICOATEL 496 STRUCTURAL...

... by the fact that moments generally vary along the length of members. 41. If the displacement ratios are recalculated to compare the displacement at the chord/brace interface with the displacement lost over the length D/2 sin 0, instead of with the displacement along the whole length KL, equations (13...

... underestimating maximum values of dynamic displacements and stresses. Introduction The ground disturbance producedby an earthquaketravels from its source with a finite speed, which is generally in the range 25Ck2000 m/s, dependingon the type of soil and rock throughwhich it has to travel; and in its progress from...

...JA HEMSLEY; DA SPENCE © Thomas Telford and ICE 1987 OVE ARUP PARTNERSHIP LONDON IMPERIAL COLLEGE ELASTIC PLANE STRAIN FOUNDATIONS FLEXURE FINITE STRIP STIFFNESS SLOPES EQUATIONS LINEAR INTEGRAL DISPLACEMENT BENDING MOMENTS SHEAR FORCES PRESSURE CONTACT METHODS...

... DATA ANALYSIS DISPLACEMENT RATIOS Proc. Instn Ciu.Engrs, Part 2,1986,81, Dec., 675496 PAPER 9124 WATERGERNOGUIPNEERING Parametric equations for the flexibility matrices of multi-brace tubular joints in offshore structures H. FESSLER, MSc, PhD, FIMechE, MASME* P. B. MOCKFORD, BSc,PhDt J. J...