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J-GLOBAL ID:201002282501120446   Reference number:10A0201385

MODIFIED MODEL FOR SHEAR CARRYING CAPACITY OF SEGMENTAL CONCRETE BEAMS WITH EXTERNAL TENDONS

外部テンドンを有するセグメントコンクリート梁のせん断耐荷力の修正モデル
Author (4):
Material:
Volume: 66  Issue:Page: 53-67 (J-STAGE)  Publication year: 2010 
JST Material Number: U0106A  ISSN: 1880-6066  Document type: Article
Article type: 原著論文  Country of issue: Japan (JPN)  Language: ENGLISH (EN)
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Thesaurus term/Semi thesaurus term
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All keywords is available on JDreamIII(charged).
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JST classification (1):
JST classification
Category name(code) classified by JST.
Concrete structures 
Reference (13):
  • 1) MacGregor, R. J. G., Kreger, M. E. and Breen, J. E.: Evaluation of Strength and Ductile of Precast Segmental Box Girder Construction with External Tendons, State Department of Highway and Public Transportation Research Report, No.365-3F, Jan. 1989.
  • 2) Sivaleepunth, C., Niwa, J., Nguyen, D. H., Hasegawa, T. and Hamada, Y.: Shear Carrying Capacity of Segmental Prestrtessed Concrete Beams, Journal of Materials, Concrete Structures and Pavements, JSCE, Vol.65, No.1, pp.63-75, Feb. 2009.
  • 3) Sivaleepunth, C., Niwa, J., Bui, K. D., Tamura, S. and Hamada, Y.: Simplified Truss Model for Externally Prestrtessed Concrete Beams, Journal of Materials, Concrete Structures and Pavements, JSCE, Vol.63, No.4, pp.562-574, Oct. 2007.
  • 4) Thorenfeldt, E., Tomaszewicz, A. and Jensen, J. J.: Mechanical Properties of High-Strength Concrete and Application in Design, Symposium Proceeding, Utilization of High-Strength Concrete, Norway, 1987.
  • 5) Hordijk, D. A.: Local Approach to Fatigue of Concrete, PhD thesis, Delft University of Technology, 1991.
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