| 考虑基桩承载力差异随机性的承台梁内力分析 |
| |
| 引用本文： | 邵同高,赵明华,徐文栋. 考虑基桩承载力差异随机性的承台梁内力分析[J]. 湖南大学学报(自然科学版), 2000, 27(2): 79-83 |
| |
| 作者姓名： | 邵同高 赵明华 徐文栋 |
| |
| 作者单位： | 湖南大学土木工程学院,湖南,长沙,410082;常德市公路局,湖南,常德,415000 |
| |
| 基金项目： | 浙江省湖州市自然科学基金,98JJY2041, |
| |
| 摘 要： | 提出了一种考虑桩土共同工作的承台梁内力分析方法及确定其桩承地菌的可靠性数理统计方法,结合承机分析理论,提出了考虑基桩承载力随机性的承台梁内力包络图的确定方法,并开发出相应的计算分析软件。
|
| 关 键 词： | 桩土共同工作 承台梁内力 随机分析 |
Analysis for Foundation Beam Inner-force Considering Pile Bearing Capacity Variance |
| |
| SHAO Tong-gao,ZHAO Ming-hu,XU Wen-dong. Analysis for Foundation Beam Inner-force Considering Pile Bearing Capacity Variance[J]. Journal of Hunan University(Naturnal Science), 2000, 27(2): 79-83 |
| |
| Authors: | SHAO Tong-gao ZHAO Ming-hu XU Wen-dong |
| |
| Abstract: | Considering the coaction effect of pile and soil,a method to analyse the foundation beam inner force and to determine piles bearing capacity by reliability theory is presented in this paper.A means for drawing eveloping curve of foundation beam inner force is provided based on the random analysis,and a relevant software is exploited. |
| |
| Keywords: | coaction of pile and soil inneral force of foundation beam random analysis |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
| 点击此处可从《湖南大学学报(自然科学版)》浏览原始摘要信息 |
|
点击此处可从《湖南大学学报(自然科学版)》下载全文 |
|
