... WATER CEMENT RATIOS DURABILITY SURFACE ABSORPTION CARBONATION FREEZE THAW ABRASION RESISTANCE SULPHATES TECHNOLOGY MANUFACTURE RECYCLING MATERIALS STUDIES EXPERIMENTS FRESH WORKABILITY STABILITY PROPORTIONS HARDENED CURING AIR LOSS CUBES FILLERS PFA PULVERISED FUEL ASH ASH...

... STRUCTURES COMPUTERS PROGRAMS ANALYSIS STEEL FRAMES STUDIES PARAMETRIC INFLUENCE RIGIDITY CONNECTIONS FLOORS SLABS MODELS TEMPERATURE THERMAL CURVATURE BEAMS THICKNESS LOADS BEARING STRENGTH STIFFNESS MATHEMATICAL INTEGRITY EFFECT NON LINEAR FINITE ELEMENTS COLUMNS SPRINGS...

...K H NG; C A FAIRFIELD; A SIBBALD; LUSAS © Thomas Telford and ICE 1999 NAPIER UNIVERSITY BRIDGES ARCHES ANALYSIS MASONRY FINITE ELEMENTS METHODS ASSESSMENT LOADS CARRYING CAPACITY COLLAPSE DEFLECTION EXPERIMENTS STUDIES PARAMETRIC ELASTIC MODULUS STRENGTH COMPRESSIVE...

... PARAMETRIC STUDIES AXIAL LOADS INTERNAL REINFORCED HINGES COLLAPSE MECHANISMS I SECTIONS STEEL SECTIONS METHODS DESIGN JACKETS FINITE ELEMENTS PLASTIC UPPER BOUNDS ANALYSIS MOMENTS CAPACITY UNSTIFFENED FIVE HINGE FAILURES A theoretical model for predicting Proc. Instn Civ. Engrs...

... method. A parametric study was then carried out to investigate the effects of different connectingbeam designs on the performance of slit shear walls. The results reveal that the depth and reinforcement of the connecting beams directly affect the failure mode and ductility of the slit shear wall...

... Univ Budapest) Proc. Instn Civ. Engrs Structs & Bldgs, 1997, 122, Nov., 468 476 Paper 11093 Written discussion closes 27 February 1998 s Experimental and theoretical studies of the fatigue of slender steel web plates, induced by repeated shear buckling, are described. The various aspects...

... to the unknown redundant moment. Therefore, considerable work is required to obtain the solution. 5. The aim of this study is to present a method for the determination of deflections of continuous composite beams with partial shear connection. The method is derived from the exact solution of the governing...

... STUDIES PARAMETRIC EFFECTIVE SECTIONS PROPERTIES OUTSTANDS MODELS RIGS INSTRUMENTS INSTRUMENTATION FLEXURE AXIAL FORCES SPECIMENS RESEARCH STIFFNESS ELASTIC Local ange buckling in plate girders with corrugated webs R. P. Johnson, MA, FEng, FICE, FIStructE and J. Cafolla, PhD, MSc Proc...

... MODULUS RELAXATION PROCEDURE NUMERICAL INTEGRATION MEMBERS STUDIES PARAMETRIC CROSS SECTIONS CRACKED UNCRACKED SPANS DEPTH RATIOS STRESS DEFLECTION MEASUREMENT CODES STANDARDS CONCRETE STEEL MOMENTS STRENGTH EFFECT Long-term service-load behaviour of simply supported pro led...

...P DESAYI; H K SESHADRI © Thomas Telford and ICE 1997 INDIAN INSTITUTE OF SCIENCE CONCRETE REINFORCED CONNECTIONS SHEAR STRENGTH PUNCHING SLABS FLAT CORNERS COLUMNS STUDIES BEHAVIOUR METHODS QUASI EMPIRICAL TESTS EXPERIMENTS PREDICTION CODES PRACTICE STANDARDS...

...M RAOOF; Z LIN © Thomas Telford and ICE 1997 LOUGHBOROUGH UNIVERSITY CONCRETE REINFORCED BEAMS STEEL MAIN EXPOSED CHARACTERISTICS STRUCTURAL STUDIES TESTS DAMAGED LOADING LOADS REINFORCEMENT TENSILE BONDS SUPPORTS SIMPLE STRENGTH LOSS COVER TENSION REMOVAL...

...P DESAYI; H K SESHADRI © Thomas Telford and ICE 1997 INDIAN INSTITUTE OF SCIENCE CONCRETE REINFORCED CONNECTIONS SHEAR STRENGTH PUNCHING SLABS FLAT CORNERS COLUMNS STUDIES BEHAVIOUR TESTS SPECIMENS REINFORCEMENT RATIOS MOMENTS LOADS ECCENTRICITY FIBRES VOLUME...

... SHEAR STRESS MOMENTS CALCULATIONS FAILURES DEFLECTION BOUNDARIES CONDITIONS PROPERTIES PARAMETRIC STUDIES MULTIPLE INTERMEDIATE WEB STIFFENERS Some approaches are based on critical buckling, the design criterion being that the stiffener should be sufficiently stiff to ensure...

... approach to the analysis of twin- arch bridge assessments undertaken in recent span masonryarch bridges. The methodis years has highlighted the absence of suitable used in a comprehensive parametric study techniques for multi-span masonry arch Written discussion closes 16January 1996 to identify...

...B UY; M A BRADFORD © Thomas Telford and ICE 1995 WOLLONGONG UNIVERSITY NEW SOUTH WALES UNIVERSITY SYDNEY STEEL PLATES THIN BUCKLING LOCAL COMPOSITE CONSTRUCTION EXPERIMENTS THEORY STUDIES EXPERIMENTAL MEMBERS CONCRETE PUSH TESTS INELASTIC ELASTIC SLABS BEAMS...

...I C NEVES; J C VALENTE; F A BRANCO Proc. lnstn Civ. Engrs Structs & Bldgs, 1995,110. Aug., 250-256 Study of the Chiado fire in Lisbon I. C. Neves,J. C. Valente andF. A . Branco Structural and Building Board Building Panel Paper 10547 m The Chiado firethat occurred inthe his- torical centre...

... PURE FRICTION SLIDING STOCHASTIC STUDIES RESPONSES ISOLATION DAMPING EXPERIMENTS IMPLEMENTATION Proc. Instn Ciu. Engrs Structs & Bldgs. 1995.110, May, 186-203 Structuranl d Building Board Structural Panel Paper 10654 Wtitten discussion closes ISJuly 1995 R. S.Jangid. Lecturer. Indian...

... horizontadl istancefromthemid-span (a) an examinationof the zones of fill displace- (xlr), dimensionless coordinateof the ith hinge ment W collapse load ( b ) a parametric study of both span to rise W, load at which the ith hinge forms ratio of two (semicircular) arches, and span W, prototypecollapseload z...

... JOINTS PARAMETRIC STUDIES CHORDS BRACES MODELS UNREINFORCED RATIOS PARAMETERS Stress analysisof reinforced tubular REnOgrsCISn.tsrhucCtsiv&. joints subjected to different load types Bldgs, 1994, 104, Aug..257-266 Ai-Kah Soh, BEna. PhD. Chee-Kiona Soh, BEng, MSc, PhD, I and Kay-Hiang Hoon, BSc...

...C GIBBONS; D A NETHERCOT; P A KIRBY; Y C WANG; BRE © Thomas Telford and ICE 1993 OVE ARUP NOTTINGHAM UNIVERSITY SHEFFIELD UNIVERSITY BUILDING RESEARCH ESTABLISHMENT BRE FRAMES STEEL PARTIALLY RESTRAINED COLUMNS BEHAVIOUR PARAMETRIC STUDIES THREE DIMENSIONAL SEMI RIGID...