...T S LOK; J R XIAO PANELS CONCRETE REINFORCED STEEL FIBRES EXPOSED AIR BLAST LOADING LOADS TESTS EXPLOSIVES RESPONSES MODELS ELEMENTS STRUCTURAL REINFORCEMENT RECTANGULAR SUPPORTS SIMPLE OVERPRESSURE DETONATION FABRICATED MATERIALS CONSTRUCTION WELDMESH INTEGRITY...

...N A JASIM; A A KARIM © Thomas Telford and ICE 1999 BASRA UNIVERSITY MOMENTS DISTRIBUTION METHODS CLOSED FORM REPRESENTATION EQUATIONS ENDS BEAMS CONTINUOUS PLANE FRAMES MEMBERS JOINTS GIRDERS STRUCTURAL FRAMEWORK ANALYSIS SIMPLE CASE STUDIES Moment distribution...

...T J STRATFORD; C J BURGOYNE; H P J TAYLOR; R V SOUTHWELL © Thomas Telford and ICE 1999 CAMBRIDGE UNIVERSITY TARMAC BUILDING PRODUCTS DESIGN STABILITY LONG PRECAST CONCRETE BEAMS EQUATIONS SIMPLE SIMPLY SUPPORTED TRANSPORTATION LIFTING FLEXIBLE BEARINGS LOADS...

... IMPERFECTIONS LOADS PLOTS BOWS HANGING TRANSPORT ROTATION BEHAVIOUR SIMPLE Lateral stability of long precast concrete beams Proc. Instn Civ. Engrs Structs & Bldgs, 1999, 124, May, 169±180 T. J. Stratford, BA, BEng, and C. J. Burgoyne, BA, MSc, CEng, MICE & Modern precast concrete bridge beams...

... In this paper simple expressions are presented to assess the deflection cur ve, elastic critical load and fundamental period of coupled shear walls of variable thickness. A numerical example is given for illustration. In addition, it is shown that a coupled wall of certain static and dynamic properties can...

... in beams with total disbondment of main reinforcement (but with minimal removal of concrete behind the bars), the question then arises as to whether as a safe and reasonable design approach such an extreme (but simple) check is to be preferred to sometimes quite elaborate tests (or, indeed, complex finite...

... SAFETY DESIGN RESISTANCE SHELLS STRENGTH SIMPLE ULTIMATE LIMIT STATE MEMBRANES OFFSHORE SEABED STRUCTURES HYPERBARIC CHAMBERS TRANSDUCERS INSTRUMENTS INSTRUMENTATION DISPLACEMENT CREEP MODELS PENETRATION 164 GOODE ET AL. Crete at its inside face is not zero and, althoughi.e...

...T G HUGHES Analysis and assessmenot f twin-span masonry arch bridges Proc. lnstn Civ. Engrs Stmcts & Bldgs. 1995,110, Nov., 373-382 T.G.Hughes, PhD, MICE Structural and Building Board Structural Panel Thispaper contains a simple mechanism 2. Thelargenumber of single-spanmasonry Paper 10778 method...

...Z LIN; M RAOOF; M Y H BANGASH © Thomas Telford and ICE 1994 WARD & COLE CONCRETE SIMPLE BIAXIAL TANGENTS CONSTITUTIVE MODELS STATIC MONOTONIC LOADING LOADS STIFFNESS HYPOELASTIC MODULUS A simple biaxial tangent constitutive model for concrete under static monotonic...

...R S JANGID; T K DATTA Seismic responseof a simple torsionally coupled structurewith suappsolirdting R. S.Jangid,BE, MTech, and T.K. Datta, BE, ME, PhD F'roc.Instn. Ciu. Engrs Structs & Bldgs, 1993,99, Aug., 271-280 Structural Board Paper 10081 The response is studied of a simple tor- r,, radius...

...Z LIN; M RAOOF © Thomas Telford and ICE 1993 SOUTH BANK UNIVERSITY CONCRETE MODELS SIMPLE BIAXIAL TANGENTS CONSTITUTIVE STATIC MONOTONIC LOADING LOADS STIFFNESS METHODS STRESS STRAIN RATIOS TENSILE COMPRESSIVE A simple biaxial tangent constitutive model...

...M RAOOF; Y P HUANG; YU PING HUANG © Thomas Telford and ICE 1992 SOUTH BANK UNIVERSITY SIMPLE METHODS ESTIMATING SHEATHS SPIRAL STRANDS BENDING CHARACTERISTICS PLANE SECTIONS STIFFNESS FREE HYDROSTATICS PRESSURE CABLES DEEPWATER WATER DEPTH HYSTERESIS ENERGY...

... If theedgestiffenerhassufficientrigidityade- depending on the beam length. A finite quatelytosuppress local deformations of the strip method and a simple energy method element a t the stiffener location, then this of analysis are used to examine these two element may be termed a 'stiffened element'. A differenttypes of buckling behaviour...

... that elucidationof the behaviourof a modes for L,/L = 0.25, 0.375 and 0.5 with k , = simple restrained column, and the formulation CO.The vertical lines indicate the directioonf the reaction. 12. Figure 4 shows the variation of P,, for the first three modes, with k, = CO.When L , / L approaches zero...

...G S STANWAY; J C CHAPMAN; P J DOWLING; W G CURTIN © Thomas Telford and ICE 1992 IMPERIAL COLLEGE SIMPLE SUPPORTED IMPERFECT COLUMNS FORMULATION SIMPLIFIED MODELS DESIGN TRANSVERSE ELASTIC RESTRAINT SUPPORTS REACTIONS EFFECT SPANS RATIOS STIFFNESS IMPERFECTIONS...