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A Study of Reliability Assessment of Truss Girder Railway Bridge A. V. V. Satyanarayana 1, M. K. M. V.Ratnam2 , R. Syam Babu 3, Dr. U. Ranga Raju4

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Figure

Table 2 : The reliability index can be converted into annual failures of probability as follows:
Figure 2. General adaptive approach for the assessment of structures
Figure 4. Formulation of safety analysis in Normalized coordinates.
Figure 8. Variation of reliability with percentage reduction of section area in member 2002
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