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Experimental study of cyclic behavior of high-strength reinforced concrete columns with different transverse reinforcement detailing configurations

  • Published:2017-12 Issue: Volume:153 Page:290-301
  • ISSN:0141-0296
  • Container-title:Engineering Structures
  • language:en
  • Short-container-title:Engineering Structures

Author:

Liao Wen-Cheng,Perceka Wisena,Wang Michael

Funder

Ministry of Science and Technology

National Centre for Research on Earthquake Engineering

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference21 articles.

1. Lee HJ, Chen JH. Testing of mechanical splices for grade 685 steel reinforcing bars. NCREE 2014. TTK report; 2014.

2. Shear behavior of reinforced concrete columns with high-strength steel and concrete;Ou;ACI Struct J,2015

3. Effect of axial compression on shear behavior of high-strength reinforced concrete columns;Ou;ACI Struct J,2015

4. Behavior of steel fiber-reinforced high strength concrete columns under uniaxial compression;Paultre;J Struct Eng,2010

5. High strength concrete columns under axial compression load: hybrid confinement efficiency of high strength transverse reinforcement and steel fibers;Perceka;Materials,2016
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