IMPROVEMENT AND SUGGESTION ON SEISMIC DESIGN METHOD OF BURIED PIPELINE WITH FLEXIBLE JOINTS
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- JIANG Tong
- Institute of Structural Theory, Tongji University
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- KURIBAYASHI Eiichi
- JSCE Dept. of Architecture and Civil Eng., Toyohashi University of Technology
Bibliographic Information
- Other Title
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- 可とう性継ぎ手を有する埋設管路の耐震設計式の改善と提案
- Improvement and Suggestion on Seismic Disign Method of Buried Pipeline with Flexible Joints
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Abstract
In this paper the authors proposed new design formulae for estimating stresses in buried pipeline with flexible joints by means of the seismic deformation method. The formulae are simpler than that applied in seismic design guidelines for buried pipeline in Japan. Empirical formulae in Guideline of Common Utility Ducts of Japan for estimating pipeline's stress during earthquake agree well with the proposed complete formulae in limited parameter region, but may give quite different results beyond the parameter region. The authors also suggested a calculation procedure to estimate the stress and deformation in buried pipeline caused by settlement due to an earthquake.
Journal
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- Doboku Gakkai Ronbunshu
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Doboku Gakkai Ronbunshu 2000 (640), 33-38, 2000-01-21
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390001205308454272
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- NII Article ID
- 10004540834
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- NII Book ID
- AN10014020
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- ISSN
- 18827187
- 02897806
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- NDL BIB ID
- 4980738
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- Data Source
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed