The randomness of the parameters governing the problem of a R.C. Beams subjected to blast load makes it necessary to look into the reliability measure. This paper presents results from a parametric investigation of the reliability of reinforced concrete (RC) beam subjected to blast load. The analysis is developed by means of a nonlinear equivalent SDOF.
STRUCTURAL RESPONSE AND RELIABILITY ANALYSIS OF RC BEAM SUBJECTED TO EXPLOSIVE LOADING
STOCHINO, FLAVIO;
2011-01-01
Abstract
The randomness of the parameters governing the problem of a R.C. Beams subjected to blast load makes it necessary to look into the reliability measure. This paper presents results from a parametric investigation of the reliability of reinforced concrete (RC) beam subjected to blast load. The analysis is developed by means of a nonlinear equivalent SDOF.
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