Effects of steel fibres and prestress levels on behaviour of newly proposed exterior dry joints using SFRC and CFRP bolts

Author:

Ngo Tuan T.,Pham Thong M.,Hao Hong

Funder

Australian Research Council

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference56 articles.

1. A proposed model for nonlinear analysis of RC beam-column joints under seismic loading;Zhao;Eng Struct,2019

2. Seismic response of steel fibre reinforced concrete beam–column joints;Abbas;Eng Struct,2014

3. Increased joint hoop spacing in type 2 seismic joints using fiber reinforced concrete;Paul;Struct J,1989

4. Experimental study of RC beam–column joints strengthened using CFRP composites;Le-Trung;Compos B,2010

5. Seismic behaviour of beam-column joint subassemblies reinforced with steel fibres;Liu,2006

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