Art
J-GLOBAL ID：200902173909710816
Reference number：95A0351458
Flexural Behavior and Proposal of Design Equation for Flexural Strength of Externally PC Members.
外ケーブルPC部材の曲げ性状および曲げ耐力算定法に関する研究
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Author (4)：
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Material：
Issue：
508
Page：
67-77
Publication year：
Feb. 1995
JST Material Number：
F0028A
ISSN：
0289-7806
Document type：
Article
Article type：
原著論文
Country of issue：
Japan (JPN)
Language：
JAPANESE (JA)
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JST classification (2)：
JST classification
Category name(code) classified by JST.
Concrete bridges,ones built with other materials
, Concrete structures
Reference (23)：
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1) 六車ら: アンボンドPC部材の曲げ終局耐力に関する研究, プレストレストコンクリート, pp. 10-16.
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2) Warwaruk, J. Sozen, M. A. and Siess, C. P.: Investigation of Prestressed Reinforced Concrete for Highway Bridges, Part III, Strength and Behavior in Flexure of Prestressed Concrete Beams: Bulletin No. 464, University of Illinois Engineering Experiment Station, Urbana, p. 105, Aug. 1962.
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3) Mattock, Alan H., Yamazaki, Jun and Kattula, Basil T.: Comparative Study of Prestressed Concrete Beams, with and Without Bond, ACI JOURNAL, Proceedings, Vol. 68, No. 2, pp. 116-125, Feb. 1971.
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4) Mojtahedi, S. and Gamble, W. L.: Ultimate Steel Stresses in Unbonded Prestressed Concrete, Journal of the Structural Division, ASCE, pp. 1159-1165, July 1978.
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5) Tam, A. and Pannell, F. N.: Ultimate Moment of Resistance of Unbonded Partially Prestressed Reinforced Concrete Beams, Magazine of Concrete Research (Wexham Springs), Vol. 28, No. 97, pp. 203-208, Dec. 1976.
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