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

被引：0

作者：

Oktiovan, Yopi Prabowo ^{[1
]}

Otaki, Taiga ^{[1
]}

Obara, Taku ^{[2
]}

Kono, Susumu ^{[2
]}

Asai, Yoichi ^{[3
]}

Kobayashi, Katsumi ^{[4
]}

Watanabe, Hidekazu ^{[5
]}

Mukai, David ^{[6
]}

机构：

[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,WY, United States

来源：

Earthquake Engineering and Structural Dynamics | / 51卷 / 09期

关键词：

D O I：

暂无

中图分类号：

学科分类号：

摘要：

Earthquakes - High performance concrete - Finite element method - Piles

引用

页码：2091 / 2112

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