Shear performance evaluation of PHC piles under different levels of axial load ratio-Reference-Cited by-同舟云学术

Shear performance evaluation of PHC piles under different levels of axial load ratio

Published:2022-04-25 Issue:9 Volume:51 Page:2091-2112
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthq Engng Struct Dyn

Author:

Oktiovan Yopi Prabowo¹^ORCID,Otaki Taiga¹,Obara Taku²,Kono Susumu²^ORCID,Asai Yoichi³,Kobayashi Katsumi⁴,Watanabe Hidekazu⁵,Mukai David⁶

Affiliation:

1. Department of Architecture and Building Engineering Tokyo Institute of Technology Tokyo Japan

2. Institute of Innovative Research Tokyo Institute of Technology Tokyo Japan

3. Engineering Department Concrete Pile and Pole Industrial Technology Association Tokyo Japan

4. Technology Development Division Fujita Corporation Tokyo Japan

5. Structural Research Group Building Research Institute Tsukuba Japan

6. College of Engineering and Applied Science Universty of Wyoming Laramie Wyoming USA

Funder

Japan Society for the Promotion of Science

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/eqe.3655

Reference27 articles.

1. HorikoshiK TateishiA OhtsuH.Detailed investigation of piles damaged by Hyogoken–Nanbu earthquake. In:Proceedings of the 12th World Conference on Earthquake.2000;2:16–19.

2. Building Research Institute.A Survey Report for Building Damages Due to the 1995 Hyogo‐ken Nanbu Earthquake[technical report].Tsukuba:BRI;1996.

3. ChungR BallantyneD ComeauE et al.January 17 1995 Hyogoken‐Nanbu (Kobe) Earthquake: Performance of Structures Lifelines and Fire Protection Systems (NIST SP 901).1996.

4. Situations and analysis of damage to pile foundations of buildings in 2011 Great East Japan earthquake;Kaneko O;Soils Found,2012

5. Building damage during the 2011 off the Pacific coast of Tohoku Earthquake

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