EVALUATION OF DUCTILITY FOR RC PILES SUBJECTED TO CONFINING PRESSURE IN THE GROUND-Reference-Cited by-同舟云学术

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EVALUATION OF DUCTILITY FOR RC PILES SUBJECTED TO CONFINING PRESSURE IN THE GROUND

Published:2007 Issue:1 Volume:24 Page:23s-30s
ISSN:0289-8063
Container-title:STRUCTURAL ENGINEERING / EARTHQUAKE ENGINEERING
language:en
Short-container-title:Structural Eng./Earthquake Eng.

Author:

IMAMURA Toshinari,MURONO Yoshitaka,NAGAO Takuhiro

Publisher

Japan Society of Civil Engineers

Subject

Geotechnical Engineering and Engineering Geology,Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Reference7 articles.

1. Theoretical Stress‐Strain Model for Confined Concrete

2. Stress-Strain Model for Confined Reinforced Concrete in Bridge Piers

3. 3) Watanabe, T., Tanimura, Y., Takiguti, M. and Sato, T.: Evaluation method of deformation capacity related to damage conditions for reinforced concrete members, Journal of the Materials, Concrete Structures and Pavements, JSCE, No.683/V-52, pp. 31-45, 2001 (in Japanese).

4. 4) Hoshikuma, J., Unjoh, S. and Nagaya, K.: Size effect on inelastic behavior of reinforced concrete columns subjected to cyclic loading, Journal of the Materials, Concrete Structures and Pavements, JSCE, No.669/V-50, pp. 215-232, 2001 (in Japanese).

5. 5) Shirato, M., Kimura, Y. and Fukui, J.: A model with the swelling out of re-bar for cast in place pile and its application to estimate the effect of kinematic interaction on pile foundation, Journal of the Structural Mechanics and Earthquake Engineering, JSCE, No.689/I-57, pp. 153-172, 2001 (in Japanese).

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