Damage to Reinforced Concrete Piers Due To Earthquake After Strengthening
Project/Area Number |
21360210
|
Research Category |
Grant-in-Aid for Scientific Research (B)
|
Allocation Type | Single-year Grants |
Section | 一般 |
Research Field |
Structural engineering/Earthquake engineering/Maintenance management engineering
|
Research Institution | Saitama University |
Principal Investigator |
|
Co-Investigator(Kenkyū-buntansha) |
MAKI Takeshi 埼玉大学, 理工学研究科, 准教授 (60292645)
SAITO Masato 埼玉大学, 理工学研究科, 准教授 (40334156)
|
Project Period (FY) |
2009 – 2011
|
Project Status |
Completed (Fiscal Year 2011)
|
Budget Amount *help |
¥18,200,000 (Direct Cost: ¥14,000,000、Indirect Cost: ¥4,200,000)
Fiscal Year 2011: ¥1,820,000 (Direct Cost: ¥1,400,000、Indirect Cost: ¥420,000)
Fiscal Year 2010: ¥6,370,000 (Direct Cost: ¥4,900,000、Indirect Cost: ¥1,470,000)
Fiscal Year 2009: ¥10,010,000 (Direct Cost: ¥7,700,000、Indirect Cost: ¥2,310,000)
|
Keywords | 耐震補強 / RC橋脚 / 全体系地震応答 / 杭基礎 / 仮動的実験 / 基礎 |
Research Abstract |
This study focuses on the seismic behavior of reinforced concrete (RC) bridge piers and foundations based on pseudo-dynamic (PSD) tests. It was found that the foundation suffers increased hysteretic response when pier strengthening is applied.
|
Report
(4 results)
Research Products
(13 results)