Development of static analysis program for pile foundation by pile group frame model and calculation example

被引：0
|
作者：
Wada Y. [1 ]
Hijikata K. [2 ]
机构：
[1] Technical Research Institute, Okumura Corporation
来源：
AIJ Journal of Technology and Design | 2021年 / 27卷 / 67期
关键词：
Limit states design; Pile group frame model; Recommendations for design of building foundations; Response displacement method; Steel pipe pile;
D O I：
10.3130/aijt.27.1213
中图分类号：
学科分类号：
摘要：
We have developed a static analysis program for pile foundation by “pile group frame model”. “Recommendations for Design of Building Foundations” (AIJ) was revised, and pile foundation is now required to be designed for loads during large earthquakes with this model. This paper describes the analysis theory and calculation example of the program. These show the basic characteristics of this model and show that this model can evaluate the collapse mechanism of pile group. These are the basic knowledge for the rational “Limit States Design” of pile foundations. © 2021 Architectural Institute of Japan. All rights reserved.
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页码：1213 / 1218
页数：5
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