By Simon McGinnes (auth.), Pericles Loucopoulos (eds.)
The turning out to be call for for info platforms of ever-increasing measurement, scope, and complexity has highlighted the advantages that could be accumulated from techniques which realize the interrelationships among diverse technological strands within the box of data platforms. standard examples of those components contain: procedure improvement tools, CASE, standards engineering, database layout, and re-use. The CAiSE sequence of meetings presents the discussion board for the trade of effects and concepts inside of those diversified technological spheres from a unmarried point of view, specifically that of data platforms improvement and administration. The 1992 convention, the fourth within the sequence, keeps this practice. This quantity collects the papers approved for the convention, with authors from sixteen international locations overlaying quite a lot of subject matters together with: object-oriented research and layout equipment, the advance procedure and product help, necessities engineering, re-use, layout techniques, and deductive approaches.
Read Online or Download Advanced Information Systems Engineering: 4th International Conference CAiSE '92 Manchester, UK, May 12–15, 1992 Proceedings PDF
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Additional info for Advanced Information Systems Engineering: 4th International Conference CAiSE '92 Manchester, UK, May 12–15, 1992 Proceedings
5 in. 5 in. 54 ft. 1—Exterior Beams on Girder System Bridges Unless future widening is virtually inconceivable, the load carrying capacity of exterior beams shall not be less than the load carrying capacity of an interior beam. 1 This provision applies to any longitudinal flexural members traditionally considered to be stringers, beams, or girders. 2—Substructure When future widening can be anticipated, consideration should be given to designing the substructure for the widened condition. 3 Constructability issues should include, but not be limited to, consideration of deflection, strength of steel and concrete, and stability during critical stages of construction.
Where conditions dictate a need to construct the top of a footing to an elevation above the streambed, attention shall be given to the scour potential of the design. When fendering or other pier protection systems are used, their effect on pier scour and collection of debris shall be taken into consideration in the design. • Determine the combination of existing or likely future conditions and flood events that might be expected to result in the deepest scour for design conditions; • Determine water surface profiles for a stream reach that extends both upstream and downstream of the bridge site for the various combinations of conditions and events under consideration; • Determine the magnitude of contraction scour and local scour at piers and abutments; and • Evaluate the results of the scour analysis, taking into account the variables in the methods used, the available information on the behavior of the watercourse, and the performance of existing structures during past floods.
Preferred methods of providing for traffic safety include the installation of barriers or the extension of the culvert ends to increase the vehicle recovery zone at the site. • Passage of fish and wildlife, • Effect of high outlet velocities and flow concentrations on the culvert outlet, the downstream channel, and adjacent property, • Buoyancy effects at culvert inlets, • Traffic safety, and • The effects of high tail water conditions as may be caused by downstream controls or storm tides. © 2014 by the American Association of State Highway and Transportation Officials.