...N A JASIM; A A KARIM MOMENTS DISTRIBUTION METHODS CLOSED FORM REPRESENTATION EQUATIONS ENDS BEAMS CONTINUOUS PLANE FRAMES MEMBERS JOINTS GIRDERS STRUCTURAL FRAMEWORK ANALYSIS SIMPLE CASE STUDIES Moment distribution method: closedform representation Proc. Instn Civ. Engrs...

...G C MAYS; R A BARNES; J CAIRNS © Thomas Telford and ICE 1997 HERIOT WATT UNIVERSITY STRUCTURES CONCRETE EFFECTIVENESS STRUCTURAL LARGE VOLUME PATCH REPAIRS STRENGTH SECTIONS BEHAVIOUR STRAIN REINFORCEMENT PLANE BEAMS DUCTILITY FRAMES DISCUSSION The structural...

... elements, a nonlinear model for analysing certain plane-strain problems associated with concrete structural forms is proposed. The newly developed model employs a previously reported concrete failure criterion in conjunction with a newly developed set of constitutive equations for plane-strain state...

..., and experiencinghigh levelsof possible to obtain estimates of maximum hydrostatic pressure. possible specific dampinagnd associated The modelcan predict the plane-section critical radius of curvature forany type of bending stiffnesswhich, owingto thepres- axially preloadedand sheathed spiral ence of interwire friction...

...M RAOOF; Y P HUANG; YU PING HUANG © Thomas Telford and ICE 1992 SOUTH BANK UNIVERSITY FREE BENDING CHARACTERISTICS AXIAL PRELOADED SPIRAL STRANDS PLANE SECTIONS STIFFNESS TRANSITION CURVATURE UPPER BOUNDS LOWER BOUNDS HYSTERESIS INTERWIRE FRICTION INTERLAYER...