STUDY ON BEHAVIOR OF EXTERNALLY PRESTRESSED CONCRETE BEAMS USING THE DEFORMATION COMPATIBILITY OF CABLE

Author:

DIEP Bui Khac12,TANABE Tada-aki13,UMEHARA Hidetaka12

Affiliation:

1. JSCE

2. Dept. of Env. Tech. & Urban Planning Nagoya Institute of Technology

3. Dept. of Civil Eng., Nagoya University

Publisher

Japan Society of Civil Engineers

Reference12 articles.

1. 1) Srinivasa Rao, P. and Mathew, G.: Behavior of Externally Prestressed Concrete Beams with Multiple Deviators, ACI Structural Journal, Vol. 93, No4, pp. 387-396, 1996.

2. 2) Aravinthan, T., Mutsuyoshi, H., Hamada, Y. and Watanabe, M.: Experimental Investigation on The Flexural Behavior of Two Span Continuous Beams with Large Eccentricities, Proceeding of JCI, Vol. 19, No3, pp. 961-966, 1999.

3. 3) Aravinthan, T., Mutsuyoshi, H., Niitsu, T. and Chen, A.: Flexural Behavior of Externally Prestressed Concrete Beams with Large Eccentricities, Proceeding of JCI, Vol. 20, No3, pp. 673-678, 1998.

4. 4) Diep, B. K.: Non-Linear Analysis of Externally Prestressed Concrete Beams Considering Shear Deformation, Master Thesis of Nagoya University, March 2000.

5. 5) Diep, B. K., Tanabe, T.: Modified Formulation of Cable Strain in Analysis of Externally Prestressed Concrete Beams, Proceeding of JCI, Vol. 22, No3, pp. 811-816, 2000.

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