... CRITICAL STIFFENERS BUCKLING CYLINDERS IMPERFECTIONS AXIAL ENERGY CLASSICAL SHELLS UNSTIFFENED GEOMETRY ENDS PRACTICE POTENTIAL BOUNDARIES EQUATIONS STRINGERS PREDICTION SENSITIVE LOADS EROSION MODELLING SENSITIVITY SUPPORT SAFETY BEHAVIOUR ECCENTRICITY Proc. Instn Civ. Engrs...

...AC WALKER; JGA CROLL; S SRIDHARAN; CP ELLINAS Proc. Instn Ciu. Engrs, Part 2, 1981, 71, June, 563-569 8342 DISCUSSION Analysis of the behaviour of axially compressed stringer-stiffened cylindrical shells A. C . WALKER & S . SRIDHARAN Dr C. P. Ellinas and Dr J. G . A. Croll, University College...

...AC WALKER; S SRIDHARRAN Proc. Instn Ciu. Engrs, Part 2, 1980,69, June, 44-412 8342 Analysis of the behaviour of axially compressed stringer-stiffened cylindrical shells c.A. WALKER, DSc,PhD,MIMechE.MICE* S. SRIDHARAN, PhD, MSC. BET Simplifimedethofcdoasrlculatitnchgoellaplsoeaodxfsiaclloympressed...

.... 7, which showsthe general cross-section of the bridge, the deck units appear to be separate troughs carried on the longitudinal stringers. I would like to ask what precautions were made regarding derailment, because it seems to me that if the diesel locomotive became derailed there could be local...

... COMPUTERS ANALYSIS RIGIDITY PLATES ORTHOTROPIC DECKS STIFFENED SOLUTIONS DEFLECTION ORTHOGONAL EXPERIMENTS STRINGERS DESIGN TIME GENERATION Proc. Instn Ciu. Engrs, Part 2, 1975, 59, Mar., 149-168 7782 Influence surfaces for orthotropic steel bridge decks An analytical method to produce...

...HVS GANGARAO; FS CHENG © Thomas Telford and ICE 1973 WEST VIRGINIA UNIVERSITY FREE GRILLAGES CLOSED FORM TORSION NATURAL WIDTH DIAPHRAGM MASS BOUNDARIES VARIATIONS VIBRATIONS SOLUTIONS NUMERICAL EFFECT FREQUENCIES STIFFNESS STRINGERS SYSTEMS CONDITIONS...

... take the form of a steel deck, built up from a skin plate and stiffened by a grillage of stringers and cross-girders. 203. The two distinctive features of the modern steel deck were interaction between the deck components and interaction of the deck as a whole with the main girders. From the latter...

.... The timber sleepers had been laid directly on the steel stringers. It was better practice to provide steel packs under all sleepers to reduce the danger of corrosion of the top flanges of the stringers. Unfortunately, competitive design could not include all theniceties. 151. The treatment of secondary...

...B FARAGO; W W L CHAN; H HOMBERG © Thomas Telford and ICE 1960 SIR BRUCE WHITE WOLFE BARRY ANALYSIS STEEL HIGHWAYS BRIDGES ACTION COMPOSITE LONGITUDINAL STRINGERS EMPIRICAL ANALYTICAL METHODS DISTRIBUTION LOADS INTERNAL FORCES GRILLAGES ORTHOTROPIC PLATES THEORY...

... it could further damage the already buckled grillage and thereby destroy the most vital piece of technical evidence. The unanimous conclusion of the EngineeringAdvisers was that the primary cause of the accident was elastic instability of the webs of the stringer beams of the N4 grillage, accentuated...

...W R SCHRIEVER © Thomas Telford and ICE 1954 STRAIN MEASUREMENT ROADS TEMPORARY DECKS SUBWAYS BEAMS CONSTRUCTION INVESTIGATIONS LOADS TRAFFIC DESIGN IMPROVEMENT STRESS CONTINUITY STRINGERS BRACES CONCRETE PLACING TORONTO YONGE STREET CANADA 7 20 SCHRIEVER...