The decks are simply supported or clamped along the radial edges and free at the circular edges. Three radii of curvature "R" are used (25, 50 and 75m) along with the straight bridge, R = ∞. The behavior of a curved slab bridge decks with uniform thickness under moving load is investigated in this study. The cost efficiency of both the methods have been compared.
Finally, the design of connection of an interior joint and an exterior joint of the frame have been done and the calculations have been shown and figures are drawn. The frame has also been further checked for P-∆ analysis and required corrections has been done and final results are documented. The two methods that have been used for analysis are Equivalent static load method and Response Spectrum method. The present work aims to analyze and design of a multi-bay and multi storied(G+5) steel structure for earthquake forces following IS 1893-2002 and design as per IS 800-2007.The selection of arbitrary sections have been done following a standard procedure and corrections are done accordingly for earthquake loads.
The seismic design of building frame in this paper is based on IS 1893-2002 and codal provisions are considered for the design is IS 800-2007 and STAAD Pro is used for analysis.
As a designer engineer he should know the application of the steel design rules which is given in code books for the seismic applications. The genetic properties of steel like strength, toughness, ductility and other appropriate properties made the engineers to select as a building material and also made the characteristics that are useful for seisimic design.
With the invention of steel as a building material revolution in high rise construction has been started. Steel is playing an important role as a building material with combination of concrete as Reinforced cement concrete in the modern days. In the world the most widely used material for building construction is Steel.
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