论文信息 - Ductile design and experimental validation of anchorage strengthening at headed rebar in RC tee connections - 字舞流文

Ductile design and experimental validation of anchorage strengthening at headed rebar in RC tee connections

Yuebing Li | Y. Sanada | Joji Sakuta

[1] C. Karayannis,et al. Strengthening of deficient RC jointswith diagonally placed external C-FRP ropes , 2021 .

[2] Jack P. Moehle,et al. Key Changes in the 2019 Edition of the ACI Building Code (ACI 318-19) , 2019 .

[3] Chris G. Karayannis,et al. Full scale tests of RC joints with minor to moderate seismic damage repaired using C-FRP sheets , 2018 .

[4] Yuebing Li,et al. Experimental Research on T-Shaped Beam-Column Joints at Top Floor with Mechanically Anchored Reinforcement , 2017 .

[5] Rémy D. Lequesne,et al. Anchorage of Conventional and High-Strength Headed Reinforcing Bars , 2016 .

[6] Myoungsu Shin,et al. Seismic Design of Reinforced Concrete Beam-Column Joints with Headed Bars , 2009 .

[7] T. Kang,et al. Mechanical anchorage in exterior beam-column joints subjected to cyclic loading , 2007 .

[8] H. Noguchi,et al. Bond and Anchorage of Reinforcement in High-Strength Concrete , 1998, SP-176: High-Strength Concrete in Seismic Regions.

[9] J W Wallace,et al. HEADED REINFORCEMENT A VIABLE OPTION , 1997 .

[10] Dale E. Berner,et al. Headed Reinforcement in Disturbed Strain Regions of Concrete Members , 1994 .

[11] A. Ang,et al. Mechanistic Seismic Damage Model for Reinforced Concrete , 1985 .