| Project/Area Number |
06452284
|
|---|
| Research Category |
Grant-in-Aid for General Scientific Research (B)
|
| Allocation Type | Single-year Grants |
|---|
| Research Field |
Building structures/materials
|
|---|
| Research Institution | The Univ.of Tokyo |
|---|
Principal Investigator |
OHASHI Yoshimitsu Univ.of Tokyo, Dept.of Archit.Assistant, 工学系研究科・建築学専攻, 助手 (70160603)
|
|---|
| Co-Investigator(Kenkyū-buntansha) |
SAKAMOTO Isao Univ.of Tokyo, Dept.of Archit.Professor, 工学系研究科・建築学専攻, 教授 (90011212)
|
|---|
| Project Period (FY) |
1994 – 1995
|
| Project Status |
Completed (Fiscal Year 1995)
|
| Budget Amount *help |
¥2,700,000 (Direct Cost: ¥2,700,000)
Fiscal Year 1995: ¥1,000,000 (Direct Cost: ¥1,000,000)
Fiscal Year 1994: ¥1,700,000 (Direct Cost: ¥1,700,000)
|
|---|
| Keywords | Kencho-ji Temple / Traditional wooden Building / Seismic Performance / Butsuden / Hatto / Structural Strength / Column-Nuki Joint / Experiment / 鎌倉 / 関東地震 / 柱貫接合部 / 伝統的木造建築 |
|---|
| Research Abstract |
Butsuden and Hatto of Kenchoji Temple showed apparently different broken mode through 1923 Kanto Earthquake. Butsuden was completely fallen down. However, Hatto was slightly damaged. In this study, the reason of the seismic performance of those buildings are investigated.
At the beginning, the basic dimensions of those buildings were surveyed. Then column-nuki joints, which are the most effective seismic elements of those buildings, were tested. And the estimation method of the rigidity ant strength of column-nuki joints were proposed. Total strength of the buildings were estimated from the strength of stability of column and the racking strength of walls. From the estimation, the potential base-shear coefficient of Butsuden was rather large compared with Hatto. The result was different from the facts.
Through the study, we proposed the estimation method of the seismic performance of traditional buildings.
|
