...R P JOHNSON; N MOLENSTRA; EPPIB h o c . lnstn Ciu. Engrs, Part 2, 1991, 91, Dec.,679-704 PAPER 9744 BUOSTIALRRDAUDINCTDGURAL Partial shear connectionin composite beams for buildings R.P. JOHNSON, MA, FEng, FICE, FIStructE* IR N. MOLENSTRA, PhDt The use of partial shear connection in composite...

... provided shear connectors. The models are subjected to monotonically increasing lateral point load at the top corner in each case. The Authors have mentioned (0 8) the instru- mentation adopted for measuring applied load, deflexions and stresses. I wonder if any attempt was made to measure contact stresses...

... under combined mixed torsion, flexure and shear J. C. REIMUNDIN, C E t R. F. DANESI, MSc(Eng), PhD1 Very little experimental information is available about the behaviour of prestressed concrete, thin-walled open members under mixed torsion: i.e. combined Saint Venant torsion and warping torsion...

... MATERIALS STRESS STRAIN FAILURES MODELLING CRACKS CRACKING ITERATIVE METHODS SMEARED INCREMENTAL PROCEDURE LOADING PREDICTION PLAIN PRISMS STRIP REINFORCED BEAMS FLEXURE SHEAR TRIAXIAL MEMBERS ULTIMATE Proc. lnstn Civ. Engrs, Part 2, 1991, 91, Sept., 517-544 PAPER 9746...

... CENTRAL PATCH LOADS OVER REINFORCED REINFORCED BEAMS STIRRUPS FAILURES SHEAR SLABS PUNCHING © Thomas Telford and ICE 1991 VALENCIA UNIVERSIDAD POLITENICA ATHENS NATIONAL TECHNICAL UNIVERSITY IMPERIAL COLLEGE Proc. Instn Ciu. Engrs, Part 2, 1991, 91, Sept., 545-560 PAPER 9141...

...A K H KWAN © Thomas Telford and ICE 1991 HONG KONG UNIVERSITY ANALYSIS COUPLED WALLS FRAMES STRUCTURES METHODS SHEAR DEFORMATION CORES TORSION LOADS SOLID ELEMENTS RIGID ARMS WIDE COLUMNS STIFFNESS MATRIX BEAMS MATRICES ROTATIONAL DEGREES FREEDOM Proc. Instn...

...K N RAHAL; J E HARDING © Thomas Telford and ICE 1991 HOWARD HUMPHREYS SURREY UNIVERSITY TRANSVERSELY STIFFENED GIRDERS WEBS COMBINED IN PLANE LOADING NON LINEAR FINITE ELEMENTS ANALYSIS LOADS PARAMETRIC STUDIES EFFECT SHEAR DIRECT BEHAVIOUR TRANSVERSE STIFFENERS...

... WEBS BUCKLING SHEAR YIELD Proc. Instn. Ciu. Engrs, Part 1,1991, W,June, 521-536 PAPER 9513 STRUCTURBAULILDAINNDG Castellated beams BOARD P. R. KNOWLES, MA, MPhil, MICE, FIHT* The process of castellation was patented in 1939. Applied mainly to rolled sections for use as beams, it has been for many...

... of the wave energy at a point; the other uses the shear stress at the seabed. It is widelyagreed that neither method is entirely satisfactory. A fresh approach to the problem is described in this Paper. This approach takesas its starting point a simple model of a breaking wave, from which it is possible...

...G MULLER; G I B RANKIN; HENNEBIQUE © Thomas Telford and ICE 1991 QUEENS UNIVERSITY BELFAST HENNEBIQUE SYSTEMS BUILDINGS REUSE STRUCTURES REINFORCEMENT BARS LAYOUT SHEAR RESISTANCE ENHANCED BEAMS SLABS TRUSSES MODELS STRESS TRAJECTORY SHALLOW ANGLES BENT MECHANISMS...

... based on a shear criterion for failure of the slabis proposed and tested against these and other results. Notation column dimension normal to the free edge column dimension parallel to the free edge effectivedepth of slab column eccentricity modified column eccentricity concrete cube compressive...

... the arch ring,at the hinge positions, until failure occurs which is seen to coincide with mechanism solutions. The method provides doeftathiles effective arch section, compressive stresses, shear stresses and deflexions along the arch ring for load increments up to the ultimate limit state. It can...

... DRILLING DELTAS BRAKING WORKS REINFORCED STRUCTURES LIGHT DESIGN VIADUCTS PERMANENT SHOCKS SHEAR COMPOSITE JUNCTIONS TRACTION PLATES CONCRETE JOINT VENTURES LIFE FATIGUE DOCKLANDS LONDON CANARY WHARF DOCKS CROSSING UK Prm.Insm Ciu. Engrs, Part l, 1990, S3,Aug., 619-638...

.... 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...

... SLABS FLEXURAL TENSION ACTION CONSTRUCTION SHEAR CONNECTORS BENDING MOMENTS NEGATIVE PUSH OUT SAGGING HOGGING Proc. Instn Civ.Engrs, Part 2,1990,89, June, 251-260 PAPER 9567 STRUCTURAL ENGGRINOEUEPRING Steel-concrete composite girder with epoxy bonding D. S . PRAKASH RAO,BE, ME, PhD...

...K N RAHAL; J E HARDING © Thomas Telford and ICE 1990 SURREY UNIVERSITY TRANSVERSE WEBS BEHAVIOUR ANALYSIS GEOMETRY PROPERTIES DEFLECTION VARIATIONS STRESS DESIGN SIZE STIFFENED SHEAR NON LINEAR PARAMETRIC PANELS INITIAL PEAK MATERIALS BENDING MODELS GIRDERS...

...J R RIDDINGTON; M Z GHAZALI © Thomas Telford and ICE 1990 SUSSEX UNIVERSITY MALAYSIA TECHNOLOGY UNIVERSITY SHEAR JOINTS STRESS MORTAR SPECIMENS TRIPLETS PROGRAMS BEDS FAILURES SLIP LEVELS TESTS BRICKS BENDING ANALYSIS BONDS MASONRY PRECOMPRESSION TENSILE FINITE...

...K N RAHAL; J E HARDING; B RICHMOND; BS 5400 © Thomas Telford and ICE 1990 SURREY UNIVERSITY TRANSVERSE WEBS LOADS FORMULATION ANALYTICAL CLAUSES FIELD INTERMEDIATE STIFFENED SHEAR STIFFENERS NUMERICAL MODELS STANDARDS METHODS FORCES LINEAR GIRDERS LOADS DESIGN...

... PRESSURE SAFETY CONSTRUCTION METHODS CANTILEVER MATERIALS ESTIMATES DEPTH BENDING PARAMETERS COEFFICIENTS SHEAR LIMITS Proc. Instn Ciu. Engrs, Part 1,1989,86, Oct., 879-898 9444 GROUP ENGINEERING GROUND Limit equilibrium design methods for free embedded cantilever walls in granular materials...

...GU YI KANG; ZHI MEI WU; LI YAN WANG; BAO HUA XUE © Thomas Telford and ICE 1989 TIANJIN UNIVERSITY CHINESE ACADEMY OF BUILDING RESEARCH ULTIMATE SHEAR TESTS PRESTRESSED BEAMS CONCRETE I BEAMS PRESTRESSING FORCES STRENGTH REINFORCED WEBS REINFORCEMENT SPANS EFFECTIVE...