A reinforced concrete structural member evaluation method based on an equivalent single-degree-of-freedom method
A technology for reinforced concrete and reinforced concrete beams, which is applied in the field of reinforced concrete structural member evaluation by the effective single-degree-of-freedom method, and can solve the problems of accuracy of damage analysis, failure of structural shear damage, failure of analysis and calculation of explosive load conditions, etc.
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[0059] The present invention is described in conjunction with accompanying drawing and specific embodiment:
[0060] An evaluation method for reinforced concrete structural members based on an equivalent single-degree-of-freedom method, the specific steps of the evaluation method are as follows:
[0061] 3) 1) The maximum allowable ductility rate and support rotation angle of the selected component type are determined by the protection design level; the damage level of bending failure is determined by the angle of the support rotation angle θ, when θ is 2°, 5° and 12° The corresponding damage levels are mild damage, moderate damage and severe damage; the damage level of shear failure is judged by the size of shear strain γ, when γ is 0.5%, 1% and 1.5%, the corresponding damage levels for minor injuries, moderate injuries and severe injuries;
[0062] (2) Calculate the equivalent blast load and establish the construction resistance function R(x);
[0063] Assuming that the re...
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