.... The webs of these panels contained circular, square and elongated circular holes and they were subjected to a combinatoifobnending and shearing loads. The panel ultimate strengthandthestressfieldsintheirwebsatcollapsewereobtained.Therewasgood agreementof the ultimate strength between the calculated...

...FR MOUDARRES; A COULL © Thomas Telford and ICE 1985 GLASGOW UNIVERSITY ALEPPO UNIVERSITY SYRIA VIBRATIONS OUTRIGGERS BRACING STRUCTURES FIELD TRANSFER MATRIX MATRICES TECHNIQUES NATURAL FREQUENCY TALL EFFECT BENDING SHEAR INERTIA ROTATORY ANALYSIS RELATIVE...

...TC LIAUW; KH KWAN HONG KONG UNIVERSITY FILL PLASTIC DESIGN FRAMES INFILLED METHODS INTEGRAL NON INTEGRAL BEHAVIOUR NON LINEAR THEORY UNIFIED BEAMS FORMATION HINGES CRACKING CRUSHING PANELS SHEARING STRENGTH INTERFACE CONNECTIONS CHARTS PREDICTION EXPERIMENTS...

...AA AGLAN; RG REDWOOD © Thomas Telford and ICE 1974 MCGILL UNIVERSITY MONTREAL WEBS CASTELLATED CARRYING MOMENTS LOADS FAILURES FINITE DIFFERENCE STRESS MATERIALS HARDENING PLASTICITY PROPERTIES AIDS BUCKLING POSTS CAPACITY SHEARING STRAIN INSTABILITY YIELD BEAMS...

...RN SWAMY; SA QUERESHI; MOHR 7632 An ultimate shear strengththeoryfor reinforced concreteT beams with web reinforcement R . N. SWAMY, MEng. PhD, MICE, MIStructE, MASCE. S. A. QURESHI, BEng, MEng, PhDt The failuretheory used to predict the shear strength of T beams without web reinforce- mentis...

...TC LIAUW © Thomas Telford and ICE 1970 HONG KONG UNIVERSITY ELASTIC FRAMES LOADS RECTANGULAR BEHAVIOUR ANTISYMMETRICAL THEORY INFILLED SHEARING EXPERIMENTS 7285 EXTRACT Elastic behaviour of infilled frames Theelasticbehaviour of an infilled...

... certain success and no damage from fragmentation, blast or earthshock. Thecrane weighed1100 tonsand was182 ft high. Preliminary trials were made and a formof shearing attack on the members using plastic explosive was decided on. Details are given of the charges, the manner in which they were laid...

...A K BASU; J C CHAPMAN IMPERIAL COLLEGE LARGE DEFLECTION BEHAVIOUR TRANSVERSE LOADS RECTANGULAR ORTHOTROPIC PLATES TREATMENT ISOTROPIC ELASTIC FLEXURAL EXTENSIONAL SHEARING EDGES RESTRAINT SOLUTIONS FINITE DIFFERENCE METHODS ATLAS COMPUTERS NON DIMENSIONAL EFFECT...

... BEAMS VERTICAL LONGITUDINAL SHEARING FORCES Discussion on Paper No. 6667* A simplified approachto edge stiffening of bridge decks bY J. H. Bevan, BSc., A.M.I.C.E. and R. J. Bridle, BSc., A.M.I.C.E. Messrs R. E. Rowe, B. C. Best, and G.Somerville (Cement and Concrete Associa- tion) wrote...

... then be provided for the deck. -b t b L FIG.l 6. Shear forces will be set up between the edge beams and the deck(Fig. 1) which will support the deck when it is loaded with the vehicular live loading. Edge momentswill also be induced buttheir effect issmall andmay beignored entirely if the ratio of flexural...