... but omittedfromthePaper concerns floating debris. Such material can easily collect against bridge or culvert soffit, specially at sub-critical flows when the freeboard between soffit and water level is reduced to a marginal amount: e.g. 0.14 m is indicated in Fig. 6 of the Paper. In a case where debris gets trapped...

..., two unconventional features were incorporated. The first is the porfovision additional transverse bars intendedto inhibit local bucklingat large displacements, andto increase the interaction between the two materials. The second is a reduced pitch for confining stirrups in the potential plastic hinge...

...JGA CROLL © Thomas Telford and ICE 1981 UNIVERSITY COLLEGE LONDON LOWER BOUNDS CYLINDERS REDUCED AXIAL INDEPENDENT ANALYSIS OBSERVATIONS PREDICTION DESIGN EIGEN VALUES ELASTOPLASTIC STIFFNESS ELASTIC ISOTROPIC BEHAVIOUR TESTS MEMBRANES EXPERIMENTAL THEORY CLASSICAL...

... PROBLEMS EFFECT PURE FINITE ELEMENTS MATRIX COMPONENTS EIGEN VALUES NATURAL SHAPE MATRICES TRANSFORMATION VARIATIONS CURVATURE COEFFICIENTS VALUE HARMONIC CONCRETE DYNAMICS VIBRATIONS SPEED FORCES METHODS VERTICAL NODAL TECHNIQUES FREQUENCIES REDUCED ITERATION TWIN SPANS DEPTH...

... the tip.Thetheoryprovidesanidenticalcollapseloadwhetherobtainedfromlower or upperboundsolutions.Experimentalcollapseloadsagree well with theorywhenthe reduced plastic moment capacity of each flange is considered. Introduction The presence of tension field action in the stiffened web of plate girders hasbeen recognized for some time,l enhancing the ultimate shear...

...SV CHITALE; G LACEY © Thomas Telford and ICE 1977 POONA CENTRAL WATER & POWER RES. STATION SYMPATHETIC REGIMES FORMULAE PARAMETERS SLOPES SIZE REDUCTION TRAINING WORKS PHYSICAL DATA CHANGE DEVIATION WIDTH BEDS OPERATIVE REDUCED HYDRAULIC PARAMETRIC CONSTANT...