Ultimate Shear Strength and Collapse Behavior of RC and SRC Members
| Project/Area Number |
22560569
|
|---|
| Research Category |
Grant-in-Aid for Scientific Research (C)
|
| Allocation Type | Single-year Grants |
|---|
| Section | 一般 |
|---|
| Research Field |
Building structures/materials
|
|---|
| Research Institution | Kyoto Prefectural University |
|---|
Principal Investigator |
UCHIDA Yasuhiro 京都府立大学, 大学院・生命環境科学研究科, 教授 (80168707)
|
|---|
| Project Period (FY) |
2010 – 2012
|
| Project Status |
Completed (Fiscal Year 2012)
|
| Budget Amount *help |
¥4,420,000 (Direct Cost: ¥3,400,000、Indirect Cost: ¥1,020,000)
Fiscal Year 2012: ¥1,170,000 (Direct Cost: ¥900,000、Indirect Cost: ¥270,000)
Fiscal Year 2011: ¥1,300,000 (Direct Cost: ¥1,000,000、Indirect Cost: ¥300,000)
Fiscal Year 2010: ¥1,950,000 (Direct Cost: ¥1,500,000、Indirect Cost: ¥450,000)
|
|---|
| Keywords | 構造工学 / 耐震 / RC / SRC / せん断破壊 / 建築構造・材料 / 鉄筋コンクリート / 鉄骨鉄筋コンクリート / 終局せん断耐力 / ダボ作用 |
|---|
| Research Abstract |
Shear cracks often occurs and the strength deteriorates abruptly in reinforced concrete (RC) columns and steel reinforced concrete (SRC) columns subjected to earthquake force, and buildings are damaged severely. In this studyon ultimate shear strength and collapse behavior of RC and SRC members, obtained resultsare as follows:
1) Ultimate shear strength formulae and collapse shear strength formulae was proposed by assuming shear collapsemechanism, different from the present shear strength formulae.
2) Shear failure test of RC and SRC columns was performed, and the validity of proposed formulae was testified.
3) Plastic hinges of main reinforcedbars and the steel due to dowel action was assumed, and the distance between plastic hinges were investigated.
|
Report
(4 results)
Research Products
(35 results)
