Global and Local Impacts of Soil Confinement on RC Pile Nonlinearity-Reference-Cited by-同舟云学术

Global and Local Impacts of Soil Confinement on RC Pile Nonlinearity

Published:2012-11-22 Issue:11 Volume:10 Page:375-388
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Mohammed Ahmed Mohammed Youssef¹,Maekawa Koichi¹

Affiliation:

1. Department of Civil Engineering, The University of Tokyo, Japan.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Link

https://www.jstage.jst.go.jp/article/jact/10/11/10_375/_pdf

Reference23 articles.

1. An, X., Shawky, A. A. and Maekawa, K., (1997). “The collapse mechanism of a subway station during the Great Hanshin earthquake.” Cement and Concrete Composite, 19, 241-257.

2. Dhakal, R. P. and Maekawa, K., (2002). “Path-dependent cyclic stress-strain relationship of reinforcing bar including buckling.” Engineering Structures, 24, 1383-1396.

3. El-Kashif, K. F. and Maekawa, K., (2004). “Time-dependent post-peak softening of RC members in flexure.” Journal of Advanced Concrete Technology, 2(3), 301-315.

4. Imamura, T. and Murono, Y., (2007). “Evaluation method of bending deformation capacity of RC piles under confining pressure in the ground.” QR of RTRI, 48(1), 37-43.

5. Japan Society of Civil Engineers (2002). “Recommended code and manual for seismic performance verification of out-door important structures of nuclear power plants.” Concrete International Library.

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