... VARIABLES NORMAL COMBINATIONS MULTIPLE VALUE Robust safety formats for structural design W. Manners, BA, PhD, DIC, CEng, MICE, MIStructE Proc. Instn Civ. Engrs Structs & Bldgs, 1997, 122, Feb., 83 91 Paper 10813 s Design rules in codes of practice have to be formulated in ways that are straightfor...

...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...

...P A M BASHEER; F R MONTGOMERY; A E LONG; BS 5532 © Thomas Telford and ICE 1994 QUEENS UNIVERSITY BELFAST CONCRETE DURABILITY RESEARCH FACTORIAL EXPERIMENTAL DESIGN MIX VARIABLES INGREDIENTS AGGREGATES RATIOS CEMENT CONTENT TORTUOSITY FLOW PATH PERMEABILITY WATER...

... fractilefactor; number of testspecimensin a sample M resistance to bending n number of test specimens in a group P probability r resistance S standadredviation V coefficient of variation X basic variable (X. vector; X , mean values) j3 safety index y partial safety factorforultimatelimit states 6 ratio re *o...

... Composite Structures, Fukuoka, Sept. 1991,213-218. © Thomas Telford and ICE 1994 JORDAN UNIVERSITY AMMAN COLUMNS COMPOSITE DESIGN PARTIALLY ENCASED LOADS CARRYING CAPACITY ECCENTRIC STEEL BUCKLING CONCRETE TESTS FAILURES AXIAL ECCENTRICITY VARIABLES RATIOS ENDS EFFECT...

... RESPONSES FLEXURAL CRACKS CRACKING STRESS BRICKS VARIABLES STEEL PRESTRESS FORCES TENSILE MASONRY THREE PHASE An experimental investigationof post-tensioned brickworkfin walls Y. Daou, BSc, MSCP, hD, and B. Hobbs, BSc, MICE Proc. Instn Ciu. Engrs Structs & Bldgs, 1992, 94, Nov., 429-438 Paper...

...R B DUARTE; B P SINHA © Thomas Telford and ICE 1992 EDINBURGH UNIVERSITY LATERAL STRENGTH BRICKWORK PANELS OPENINGS BEHAVIOUR PRESSURE BRICKS TESTS FAILURES VARIABLES ASPECT RATIOS BOUNDARIES CONDITIONS EXPERIMENTS WALLS WALLETTES CRACKS ELASTIC FLEXURAL YIELD...