...-scale sand plast brick masonry square models and the stress–strain curves of envelope, common point and stability point were established. The peak (failure) stresses of these curves were used to obtain a family of failure interaction curves which can be expressed in terms of principal stress invariant...

...M ROSIGNOLI © Thomas Telford and ICE 1999 BRIDGES LAUNCHED OPTIMISATION NOSES LAUNCHING DESIGN STRESS TEMPORARY MOVEMENT FIXED BEARINGS COSTS CONTROL DECKS INTERACTION METHODS MODELLING MATHEMATICAL MODELS PRECAST CONCRETE MOMENTS FORCES EXTENSIONS ELASTIC SYSTEMS...

... ULTIMATE REINFORCED CONCRETE FAILURES CRITERION INTERACTION RELATIONSHIPS LIMITING VALUE STRESS NORMAL COMPRESSION ZONES T BEAMS HIGH HIGH STRENGTH CONTINUOUS PROPERTIES LOADS TESTS RATIOS SLENDERNESS CODES PRACTICE BIAXIAL ELASTIC DISTRIBUTION BEHAVIOUR FLEXURE RESISTANCE...

... INTERACTION GENERATION REFLECTION OVERPRESSURE PRESSURE SURFACES EQUALISATION PLASTIC STEEL PLATES TRANSDUCERS INSTRUMENTS INSTRUMENTATION DATABASES EDGES IMPULSES PREDICTION DESIGN STRUCTURES DYNAMICS FACES DETONATION EXPERIMENTS Clearing of blast waves from building facades Proc...

...A NADJAI; D JOHNSON; J F LYNESS Soil structure interaction in tall Proc. Instn Civ. Engrs Structs & buildings by a discrete force method Bldgs, 1999, 134, Feb., 9 18 A. Nadjai, BEng, MSc, PhD, MIStructE, MIABSE, PGCUT, D. Johnson, BEng, MSc, PhD, MICE, FIStructE, and J. F. Lyness, BSc, MSc, PhD...

... STRAIN CRITERIA BENDING CALCULATIONS EQUIVALENT THREE HINGED TESTS MATERIALS PROPERTIES INTERACTION CORRELATION Arching action strength enhancement in laterally-restrained slab strips G. I. B. Rankin, BSc, PhD, CEng, MICE, and A. E. Long, BSc, PhD, DSc, FEng, FICE, FIStructE Proc. Instn Civ...

...N A JASIM Computation of de ections for continuous composite beams with partial interaction N. A. Jasim, BSc, MSc, PhD Proc. Instn Civ. Engrs Structs & Bldgs, 1997, 122, Aug., 347 354 Paper 11090 Written discussion closes 15 October 1997 s The deflections of continuous composite beams...

.... The interaction between the structure and the surrounding fill is analysed in terms of the measured stress in the fill. A finite-element analysis of the structure is also described and comparisons are made with the measured stresses. The analysis produced similar trends in terms of load spread and stress...

...B R ELLIS; T JI; BRE © Thomas Telford and ICE 1997 BUILDING RESEARCH ESTABLISHMENT BRE UMIST MANCHESTER UNIVERSITY INSTITUTE OF SCIENCE & TECHNOLOGY MO STRUCTURES HUMAN INTERACTION VIBRATIONS VERTICAL GRANDSTANDS CANTILEVER SPECTATORS STANDS STADIA STADIUMS CROWDS...

... and arch significantly series of model tests used to investigate the increased the collapsel o a d s obtained. effect of fill on buriedarches. 4. The aim of the investigation was to Notation examine the interaction between the arch and d. fill depth at thecrown e distancefromspringer to endwall I...

...A T GOH © Thomas Telford and ICE 1994 MELBOURNE SWINBURNE TECHNOLOGY UNIVERSITY INFORMATION PROCESSING SYSTEMS NETWORKS NEURAL CIVIL ENGINEERING APPLICATIONS CAPTURE DATA NON LINEAR INTERACTION VARIABLES MODELLING MODELS PROGRAMS COMPUTERS ULTIMATE BEARING CAPACITY...

... EXPERIMENTS SIZE PERMEATION PROPERTIES AIR SORPTIVITY FACTORS STANDARDS TESTS ANALYSIS INTERACTION CARBONATION Factorial experimental designfor concrete durability research Proc. Instn Civ. Engrs Structs & Bldgs, 1994,104, Nov., 449-462 P. A . M . Basheer, BSc(Eng), MSc(Eng), PhD, F.R...

... ECCENTRICITY COEFFICIENTS FRICTION NON LINEAR INTERACTION SHEAR FORCES TORQUE 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...