STUDY ON STRUCTURAL CHARACTERISTICS AND ULTIMATE STRENGTH OF CABLE-STAYED ARCH BRIDGES
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- MIYACHI Kazuhiro
- 東海大学大学院 総合理工学研究科
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- NAKAMURA Shunichi
- 東海大学 工学部 土木工学科
Bibliographic Information
- Other Title
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- 斜吊りアーチ橋の構造特性と終局強度に関する研究
Abstract
A new type of cable-supported bridge, the cable-stayed arch bridge, is proposed. This new bridge is a combination of a cable-stayed bridge and an arch bridge, and the girder is supported by both stay cables and arch ribs. Its static behaviors, sectional forces and deflections, under the design load are compared with that of conventional cable-stayed bridges and arch bridges. Non-linear analysis is then conducted to obtain the ultimate strength. The cable-stayed arch bridge has smaller sectional forces and deformation under the design load and has sufficient ultimate strength. The cable-stayed arch bridge is modified by inclining the arch planes 15 degrees from the vertical axis, which increases ultimate strength.
Journal
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- Kou kouzou rombunshuu
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Kou kouzou rombunshuu 21 (82), 82_1-82_13, 2014
Japanese Society of Steel Construction
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Details 詳細情報について
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- CRID
- 1390001205315698304
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- NII Article ID
- 130005095635
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- ISSN
- 18840329
- 18809928
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- Text Lang
- ja
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- Data Source
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- JaLC
- CiNii Articles
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- Abstract License Flag
- Disallowed