TY - JOUR
T1 - Seismic resistance of reinforced concrete interior pile cap using precast pile
AU - Kishida, Shinji
AU - Kubota, Atsusi
AU - Ishikawa, Kazuma
AU - Sakai, Shinji
AU - Kobayashi, Koichi
AU - Hayashi, Shizuo
PY - 2009/6
Y1 - 2009/6
N2 - 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.
AB - 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.
KW - Footing beams
KW - Joint
KW - Pile cap
KW - Pile seismic performance
KW - Shear deformation
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U2 - 10.3130/aijs.74.1131
DO - 10.3130/aijs.74.1131
M3 - Article
AN - SCOPUS:79954508333
SN - 1340-4202
VL - 74
SP - 1131
EP - 1136
JO - Journal of Structural and Construction Engineering
JF - Journal of Structural and Construction Engineering
IS - 640
ER -