Seismic resistance of reinforced concrete interior pile cap using precast pile

被引：0

作者：

Kishida, Shinji ^{[1
]}

Kubota, Atsusi ^{[2
]}

Ishikawa, Kazuma ^{[3
]}

Sakai, Shinji ^{[1
]}

Kobayashi, Koichi ^{[4
]}

Hayashi, Shizuo ^{[5
]}

机构：

[1] Dept. of Architecture, Faculty of Engineering, Shibaura Institute of Technology

[2] Osaka Main Office, OBAYASHI Corporation

[3] Engineering Division, Japan Pile Corporation

[4] Seismic Safety Division, Japan Nuclear Energy Safety Organization

[5] Secure Material Center, Tokyo Institute of Technology

来源：

Journal of Structural and Construction Engineering | 2009年 / 74卷 / 640期

关键词：

Footing beams; Joint; Pile cap; Pile seismic performance; Shear deformation;

D O I：

10.3130/aijs.74.1131

中图分类号：

学科分类号：

摘要：

The pile cap is the very important member connected with column, footing beams and pile. As vertical members, there are two kinds of member, column and pile, in a pile cap. So, the seismic behavior of pile cap is much complicated than the beam column joint. The expeiments on the reinforced concrete interior pile cap which were composed of one column, two footing beams and one pile were carried out under cyclic loadings. In this paper, the effects of the axial force of column and the volume of pile cap on the seismic behavior, e.g., the process of damages, failure mechanism and the ultimate strength of pile cap, are described.

引用

页码：1131 / 1136

页数：5