BEARING CAPACITY AND DEFORMABILITY OF HIGH STRENGTH PRESTRESSED CONCRETE PILES UNDER AXIAL AND LATERAL FORCES.

被引：0
|
作者：
Kokusho, Seiji
Wada, Akira
Hayashi, Shizuo
Kobayashi, Katsumi
Horii, Masahiro
Kihara, Hiromi
机构：
来源：
Report of the Research Laboratory of Engineering Materials Tokyo | 1984年 / 09期
关键词：
D O I：
暂无
中图分类号：
TU [建筑科学]; TV [水利工程];
学科分类号：
0813 ; 0815 ;
摘要：
The authors give the results of bending-shear tests carried out for test specimens of high strength prestressed concrete piles for which the amount of longitudinal PC bars, extent of prestress and spiral hoop were varied and for test specimens where PC were replaced with deformed bars. The tests confirm the plastic deformability of high strength prestressed concrete piles.
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页码：245 / 261
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