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Constitutive models of concrete structures subjected to seismic shear

  • Laskar, Arghadeep (Department of Civil Engineering, Indian Institute of Technology Bombay) ;
  • Lu, Liang (Institute of Structural Engineering and Disaster Reduction, Tongji University) ;
  • Qin, Feng (School of Civil Engineering, Harbin Institute of Technology) ;
  • Mo, Y.L. (Department of Civil and Environmental Engineering, University of Houston) ;
  • Hsu, Thomas T.C. (Department of Civil and Environmental Engineering, University of Houston) ;
  • Lu, Xilin (Institute of Structural Engineering and Disaster Reduction, Tongji University) ;
  • Fan, Feng (School of Civil Engineering, Harbin Institute of Technology)
  • 투고 : 2014.12.17
  • 심사 : 2014.02.26
  • 발행 : 2014.11.25

초록

Using OpenSees as a framework, constitutive models of reinforced, prestressed and prestressed steel fiber concrete found by the panel tests have been implemented into a finite element program called Simulation of Concrete Structures (SCS) to predict the seismic behavior of shear-critical reinforced and prestressed concrete structures. The developed finite element program was validated by tests on prestressed steel fiber concrete beams under monotonic loading, post tensioned precast concrete column under reversed cyclic loading, framed shear walls under reversed cyclic loading or shaking table excitations, and a seven-story wall building under shake table excitations. The comparison of analytical results with test outcomes indicates good agreement.

키워드

과제정보

연구 과제 주관 기관 : Kwan Hua Scholarship Foundation, Research Institute of Structural Engineering and Disaster Reduction

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피인용 문헌

  1. Simulation of Prestressed Steel Fiber Concrete Beams Subjected to Shear vol.10, pp.3, 2016, https://doi.org/10.1007/s40069-016-0153-8