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← Development of ``event-to-event'' nonlinear technique to lightly reinforced concrete beams by simplified constitutive modeling (Q837466)

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The following pages link to Development of ``event-to-event'' nonlinear technique to lightly reinforced concrete beams by simplified constitutive modeling (Q837466):

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Identification of the representative crack length evolution in a multi-level interface model for quasi-brittle masonry (Q619920) (← links)

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