2126 Flexural Analysis of Two-Span Continuous Prestressed Concrete Beam with External Tendons
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概要
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This paper describes the analysis of flexural behavior of a two-span continuous concrete beam prestressed with external tendons. In the previous study[1], the analytical program based on the concept of deformation compatibility and secondary effect, in term of change of tendon's eccentricity, could provide a good agreement with experimental observations. Consequently, the attempt to adopt the analytical program mentioned above for a prediction of flexural behavior of a two-span continuous externally PC beam is made in this study. The comparison between analytical results and test observations is also made at the end of this paper.
- 公益社団法人日本コンクリート工学会の論文
- 1995-06-01
著者
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山口 統央
埼玉大学大学院
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MATUPAYONT Songkiat
International Institute of Technology, Thammasat University, Thailand
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町田 篤彦
埼玉大学
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睦好 宏史
埼玉大学
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MATUPAYONT Songkiat
埼玉大学大学院
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