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Generalized Lateral Load-Displacement Relationship of Reinforced Concrete Shear Walls

철근콘크리트 전단벽의 횡하중-횡변위 관계의 일반화

  • Mun, Ju-Hyun (Dept. of Architectural Engineering, Kyonggi University Graduate School) ;
  • Yang, Keun-Hyeok (Dept. of Plant.Architectural Engineering, Kyonggi University)
  • 문주현 (경기대학교 건축공학과) ;
  • 양근혁 (경기대학교 플랜트.건축공학과)
  • Received : 2013.09.24
  • Accepted : 2013.12.20
  • Published : 2014.04.30

Abstract

This study generalizes the lateral load-displacement relationship of reinforced concrete shear walls from the section analysis for moment-curvature response to straightforwardly evaluate the flexural capacity and ductility of such members. Moment and curvature at different selected points including the first flexural crack, yielding of tensile reinforcing bar, maximum strength, 80% of the maximum strength at descending branch, and fracture of tensile reinforcing bar are calculated based on the strain compatibility and equilibrium of internal forces. The strain at extreme compressive fiber to determine the curvature at the descending branch is formulated as a function of reduction factor of maximum stress of concrete and volumetric index of lateral reinforcement using the stress-strain model of confined concrete proposed by Razvi and Saatcioglu. The moment prediction models are simply formulated as a function of tensile reinforcement index, vertical reinforcement index, and axial load index from an extensive parametric study. Lateral displacement is calculated by using the moment area method of idealized curvature distribution along the wall height. The generalized lateral load-displacement relationship is in good agreement with test result, even at the descending branch after ultimate strength of shear walls.

Acknowledgement

Supported by : 한국에너지기술평가원(KETEP), 한국 연구재단

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