Development of corrosion-free concrete beam–column joint with adequate seismic energy dissipation

Author:

Nehdi M.,Alam M. Shahria,Youssef M.A.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference31 articles.

1. Use of FRP for RC frame in seismic zones: Part II. Performance of steel free GFRP-reinforced beam–column joints;Said;Appl Compos Mater,2004

2. Experimental investigation on the seismic behaviour of beam–column joints reinforced with superelastic shape memory alloys;Youssef;J Earthquake Eng,2008

3. ACI 440 1R-06. Guide for the design and construction of concrete reinforced with FRP bars. ACI Committee 440. Technical report. San Francisco California. 2006.

4. Seismic design of FRP reinforced concrete structures;Sharbatdar;Asian J Appl Sci,2009

5. Fukuyama H, Masuda Y, Sonobe Y, Tanigaki M. Structural performances of concrete frame reinforced with FRP reinforcement. In: Proc. of 2nd int. RILEM symp. on non-metallic (FRP) reinf. for concrete struct., Ghent, Belgium. 1995. p. 275–86.

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