Effect of reinforcement ratio on the flexural performance of hybrid FRP reinforced concrete beams
Renyuan QinDepartment of Architecture and Civil Engineering, City University of Hong Kong, Hong KongAo ZhouDepartment of Architecture and Civil Engineering, City University of Hong Kong, Hong KongDenvid LauDepartment of Civil and Environmental Engineering, Massachusetts Institute of Technology, Cambridge, MA 02139, USA
2016en
ABI
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