Column-overdesign factors for total collapse mechanism of ultimate limit states.
Project/Area Number |
22560559
|
Research Category |
Grant-in-Aid for Scientific Research (C)
|
Allocation Type | Single-year Grants |
Section | 一般 |
Research Field |
Building structures/materials
|
Research Institution | Nagoya Institute of Technology |
Principal Investigator |
IDOTA Hideki 名古屋工業大学, 工学研究科, 教授 (10203192)
|
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: ¥650,000 (Direct Cost: ¥500,000、Indirect Cost: ¥150,000)
Fiscal Year 2011: ¥1,560,000 (Direct Cost: ¥1,200,000、Indirect Cost: ¥360,000)
Fiscal Year 2010: ¥2,210,000 (Direct Cost: ¥1,700,000、Indirect Cost: ¥510,000)
|
Keywords | 素材特性 / 確率論的評価 / 鋼構造部材 / 耐力 / 変形性能 / 荷重変形関係 / 鉄骨構造 / 安全性評価 / 柱梁耐力比 / 終局限界状態 / 限界状態設計法 / 信頼性設計法 |
Research Abstract |
Statistical properties of the strength and deformation capacity of steel structural members were examined and formulated for applying to the limit state design. Demand capacity of deformation was presented for total colapse mechanism under a certain column-overdesign factors.
|
Report
(4 results)
Research Products
(28 results)