壁縦筋の定着方法の異なるCES造連層耐震壁の非線形FEM解析
2011 年 76 巻 666 号 p. 1533-1540
詳細
2011 年 76 巻 666 号 p. 1533-1540
A two-dimensional non-linear FEM analysis for CES shear walls was conducted to verify the validity of analytical modeling assumed and constitutive modeling for materials used. Internal stress conditions in the shear walls were also investigated through the FEM analysis. Analytical results for the shear versus drift relationships of the shear walls showed good agreements with the experimental results. It was also indicated through the analysis that the difference of anchoring method of longitudinal wall reinforcing bars to boundary beams affects little on the internal stress conditions and overall behavior of the shear walls.
