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A Design Method to Induce Ductile Failure of Flexural Strengthened One-Way RC Slabs

Huy Q Nguyen1, Tri N M Nguyen2, Do Hyung Lee3

  • 1Department of Civil Engineering, Kyungnam University, Changwon-si 51767, Korea.

Materials (Basel, Switzerland)
|December 24, 2021
PubMed

Keywords:
continuous slabdesign methodologyend spanfailure modesflexural failurereinforced concrete slab

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