Creation of Evaluation Method for Deformation Capacity in Prestressed Concrete Members Focusing on Different Limit States
| Project/Area Number |
24560693
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| Research Category |
Grant-in-Aid for Scientific Research (C)
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| Allocation Type | Multi-year Fund |
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| Section | 一般 |
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| Research Field |
Building structures/materials
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| Research Institution | Tokyo Metropolitan University |
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Principal Investigator |
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| Project Period (FY) |
2012-04-01 – 2015-03-31
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| Project Status |
Completed (Fiscal Year 2014)
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| Budget Amount *help |
¥5,460,000 (Direct Cost: ¥4,200,000、Indirect Cost: ¥1,260,000)
Fiscal Year 2014: ¥520,000 (Direct Cost: ¥400,000、Indirect Cost: ¥120,000)
Fiscal Year 2013: ¥2,210,000 (Direct Cost: ¥1,700,000、Indirect Cost: ¥510,000)
Fiscal Year 2012: ¥2,730,000 (Direct Cost: ¥2,100,000、Indirect Cost: ¥630,000)
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| Keywords | プレストレスト・コンクリート部材 / 限界状態 / 変形性能評価 / 復元力特性 / 曲げ / 建築構造・材料 / プレストレスト・コンクリート構造 / 骨組 / スラブ / 耐震性能 / 曲げ性能 / 残留変形 / ひび割れ / プレストレストコンクリート / 耐震性能評価 |
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| Outline of Final Research Achievements |
Prestressed reinforced concrete (PRC) interior beam-column-slab subassemblage specimens with transverse beams were tested under cyclic load reversals to evaluate deformation capacity of a PRC frame during earthquake excitation focusing on different limit states. Deformation capacity at peak flexural strength for a PRC beam were also researched based on recent proposal. Effect of both a contribution ratio of post-tensioning tendons to beam ultimate bending capacity and bond condition along PC tendons around concrete on structural behavior of a T-shaped beam in a PRC frame was indicated quantitatively by laboratory tests. The accuracy of beam deformation capacity estimated by the recent proposal at peak flexural strength was inferior. Additional deformation caused by pull-out of beam longitudinal bars and PC tendons from a beam-column joint should be considered in an explicit way.
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Report
(4 results)
Research Products
(17 results)
