... 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...

... 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...

... 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...

...R S JANGID; T K DATTA © Thomas Telford and ICE 1995 BOMBAY INDIAN INSTITUTE OF TECHNOLOGY NEW DELHI INDIAN INSTITUTE OF TECHNOLOGY BUILDINGS SEISMIC BEHAVIOUR BASES ISOLATED STATE OF THE ART EXCITATION PARAMETRIC METHODS FOUNDATIONS LAMINATED RUBBER BEARINGS SYSTEMS...

... 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...

... a typicallevel of end restraint Fig. 1 1 . Measured and predicted membrane forces the three test specimens Parametric study 30. With the accuracy of the mathematical model thus verified against experimental data, it was used subsequently to study the effectosf some alternative physical and geometrical parameters...

... stiffness(whichdependonly on teristics of spiralstrands undergoing the type of spiral strand construction), cyclic loading have been reported, and and also the critical radii of curvature these are based on an extensive series of associated with which such bounding soh- theoretical parametric studies...

...M J RYALL © Thomas Telford and ICE 1992 SURREY UNIVERSITY D TYPE APPLICATIONS METHODS ANALYSIS LONGITUDINAL MOMENTS BRIDGES DECKS CALCULATIONS THEORY LOADS VEHICLES PARAMETRIC STUDIES TRAVERSE DISTRIBUTION COMPUTERS PROGRAMS Application of the D-typemethod...