Several reliability methods available in literature combined with various modelling approaches are compared in this current work in the context of two experimental reinforced concrete (RC) beams. One beam failed in bending while the other beam failed in shear due to diagonal tension. The structural behaviour is described by analytical models and nonlinear finite element models. The changes in predicted reliability of these structures with increasing loads are evaluated by different reliability methods and the results are compared

Safety assessment of existing reinforced concrete beams using probabilistic methods at different levels / Roy, A.; Robuschi, S.; Hendriks, M.A.N.; Belletti, B. - STAMPA. - 711(2016), pp. 958-965. ((Intervento presentato al convegno CONSEC 2016 tenutosi a Lecco, Italy nel 12 September 2016 through 14 September 2016 [10.4028/www.scientific.net/KEM.711.958].

Safety assessment of existing reinforced concrete beams using probabilistic methods at different levels

ROBUSCHI, SAMANTA;BELLETTI, Beatrice
2016

Abstract

Several reliability methods available in literature combined with various modelling approaches are compared in this current work in the context of two experimental reinforced concrete (RC) beams. One beam failed in bending while the other beam failed in shear due to diagonal tension. The structural behaviour is described by analytical models and nonlinear finite element models. The changes in predicted reliability of these structures with increasing loads are evaluated by different reliability methods and the results are compared
978-303571044-1
Safety assessment of existing reinforced concrete beams using probabilistic methods at different levels / Roy, A.; Robuschi, S.; Hendriks, M.A.N.; Belletti, B. - STAMPA. - 711(2016), pp. 958-965. ((Intervento presentato al convegno CONSEC 2016 tenutosi a Lecco, Italy nel 12 September 2016 through 14 September 2016 [10.4028/www.scientific.net/KEM.711.958].
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Utilizza questo identificativo per citare o creare un link a questo documento: http://hdl.handle.net/11381/2823807
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