| Budget Amount *help |
¥16,380,000 (Direct Cost: ¥12,600,000、Indirect Cost: ¥3,780,000)
Fiscal Year 2017: ¥2,080,000 (Direct Cost: ¥1,600,000、Indirect Cost: ¥480,000)
Fiscal Year 2016: ¥7,930,000 (Direct Cost: ¥6,100,000、Indirect Cost: ¥1,830,000)
Fiscal Year 2015: ¥6,370,000 (Direct Cost: ¥4,900,000、Indirect Cost: ¥1,470,000)
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| Outline of Final Research Achievements |
In RC frame with wing and standing walls, the method to classify beam collapse type with no damage to the wing wall (B), beam collapse with damage to the wing wall (B + W), or the column collapse type with the damage of the standing wall (C + W), is proposed. The ratio of the moment of the column with the wing wall (moment at the compressive edge of the column with the wing wall is the stress of Fc or less), to the ultimate moment of the beam with standing wall at the node (Mjc/Mjbu), is the index of classifying Type(B) from Types (B + W) or (C + W). Type (B + W) and Type (C + W) are classified by the ratio of the ultimate moment of column with wing wall to the ultimate moment of the beam with standing wall at the node (Mjcu/Mjbu). In addition, several points of consideration are presented when the seismic design of the frame with wall members is conducted used by general-purpose design software.
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