Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COM 2017 Help me understand this report
Capacity Models for Shear-Critical Rc Bridge Piers With Hollow Cross-Section
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“…Further developments of this work will deal with the numerical modelling of the post-peak behaviour especially for shear-critical piers, also on the basis of a wider number of properly collected experimental tests (as in [19]). …”
Section: Conclusion and Future Developmentsmentioning
confidence: 99%
“…Further developments of this work will deal with the numerical modelling of the post-peak behaviour especially for shear-critical piers, also on the basis of a wider number of properly collected experimental tests (as in [19]). …”
Section: Conclusion and Future Developmentsmentioning
confidence: 99%
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