| Budget Amount *help |
¥21,320,000 (Direct Cost: ¥16,400,000、Indirect Cost: ¥4,920,000)
Fiscal Year 2011: ¥650,000 (Direct Cost: ¥500,000、Indirect Cost: ¥150,000)
Fiscal Year 2010: ¥2,600,000 (Direct Cost: ¥2,000,000、Indirect Cost: ¥600,000)
Fiscal Year 2009: ¥5,070,000 (Direct Cost: ¥3,900,000、Indirect Cost: ¥1,170,000)
Fiscal Year 2008: ¥13,000,000 (Direct Cost: ¥10,000,000、Indirect Cost: ¥3,000,000)
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| Research Abstract |
This research aims to clarify the earthquake response of traditional timber architecture. The structural properties of traditional Japanese timber architecture rely on the performance of the joints. The deterioration of timber especially at the joint has a large influence on the structural property of total structure, but the quantification method has not been verified. In this research,(1) material test and joint test,(2) proposal of a joint model,(3) earthquake response analysis of existing timber architecture,(4) earthquake monitoring and micro tremor measurement of traditional timber architecture,(5) comparison of analysis and experiment, was operated.
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