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STUDY ON TYPE OF SOIL CONSIDERING EFFECT OF SOIL CLASSIFICATION
Bibliographic Information
- Other Title
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- 土質区分の影響を考慮した地盤種別の分類に関する検討
Description
In Japanese seismic design for railway structures, the surface ground is classified into eight types by its natural period, which is computed based on the initial rigidity of each soil layer. If the level of the input earthquake motion is larger, however, the rigidity of the surface ground becomes smaller. The accuracy of type of soil is, therefore, affected by the nonlinear characteristic of each soil classification. In this paper, we propose the method to calculate the equivalent natural period of surface ground taking into account the soil classification and try to classify the ground based on the period. We verify the efficiency of our proposed method by comparing with the results obtained using the type of soil shown in the current design standard for railway structures.
Journal
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- Proceedings of the JSCE Earthquake Engineering Symposium
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Proceedings of the JSCE Earthquake Engineering Symposium 29 (0), 187-196, 2007
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390001205384510080
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- NII Article ID
- 130004294869
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- ISSN
- 1884846X
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- Data Source
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- JaLC
- CiNii Articles
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- Abstract License Flag
- Disallowed