Damage-controlling prestressed precast concrete building system using high performance materials
Project/Area Number |
20360252
|
Research Category |
Grant-in-Aid for Scientific Research (B)
|
Allocation Type | Single-year Grants |
Section | 一般 |
Research Field |
Building structures/materials
|
Research Institution | Kyoto University |
Principal Investigator |
KONO Susumu Kyoto University, 大学院・工学研究科, 准教授 (30283493)
|
Co-Investigator(Kenkyū-buntansha) |
TANAKA Hitoshi 京都大学, 防災研究所, 教授 (20132623)
NISHIYAMA Minehiro 京都大学, 大学院・工学研究科, 教授 (50183900)
TAMURA Shuji 京都大学, 防災研究所, 准教授 (40313837)
SAKASHITA Masanobu 京都大学, 大学院・工学研究科, 助教 (50456802)
SHIOHARA Hitoshi 東京大学, 大学院・工学研究科, 准教授 (50272365)
TERAOKA Masaru 呉工業専門学校, 建築学科, 教授 (60442464)
|
Project Period (FY) |
2008 – 2010
|
Project Status |
Completed (Fiscal Year 2010)
|
Budget Amount *help |
¥19,110,000 (Direct Cost: ¥14,700,000、Indirect Cost: ¥4,410,000)
Fiscal Year 2010: ¥4,550,000 (Direct Cost: ¥3,500,000、Indirect Cost: ¥1,050,000)
Fiscal Year 2009: ¥4,550,000 (Direct Cost: ¥3,500,000、Indirect Cost: ¥1,050,000)
Fiscal Year 2008: ¥10,010,000 (Direct Cost: ¥7,700,000、Indirect Cost: ¥2,310,000)
|
Keywords | コンクリート構造 / 高強度コンクリート / 高性能鋼材 / 損傷制御 / ダンパー / RC構造 |
Research Abstract |
Sixteen column and eleven beam model specimens with high performance materials were tested to investigate their flexure and shear behaviors. Their failure mode and capacity can be simulated by combining proposed assessment procedures. Test results and numerical simulation of two post-tensioned precast portal frame model specimens proved the effectiveness of damage controlling prestressed precast building system using high performance materials.
|
Report
(4 results)
Research Products
(47 results)