Frame Analysis Based on Modeling of Structural Characteristics in Traditional Wooden Frames like Temples
Bibliographic Information
- Other Title
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- 寺院建築物における伝統木造軸組の構造力学特性のモデル化による骨組解析
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Description
This paper deals with frame analysis based on modeling of structural characteristics from full-scale shaking table tests and static lateral loading tests in traditional wooden frames. From experiments, the equilibrium relationship between the total restoring force and the sum of the bending moment acting on the column is established. Modeling method by averaging of bending moment resistance at all the column-beam joints and restoring force due to column rocking by using bending moment resistance at the top and bottom of column is also determined. Results of frame analysis based on these models quite agree with the results of shaking table tests under large deformation.
Journal
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- Disaster Prevention Research Institute Annuals. B
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Disaster Prevention Research Institute Annuals. B 50 (B), 117-131, 2007-04-01
京都大学防災研究所
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Keywords
Details 詳細情報について
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- CRID
- 1050001335582203776
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- NII Book ID
- AN00027784
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- ISSN
- 0386412X
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- HANDLE
- 2433/73342
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- Text Lang
- ja
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- Article Type
- departmental bulletin paper
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- Data Source
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- IRDB