Cite
HARVARD Citation
Yu, R. et al. (2018). An improved nonlinear analytical approach to generate fragility curves of reinforced concrete columns subjected to blast loads. Advances in structural engineering. 21 (3), pp. 396-414. [Online].
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Yu, R. et al. (2018). An improved nonlinear analytical approach to generate fragility curves of reinforced concrete columns subjected to blast loads. Advances in structural engineering. 21 (3), pp. 396-414. [Online].