中国工程科学Issue(11)：96-102,7.
基于修正Anderson模型的冲击载荷下地基振动响应预测方法
Prediction method of foundation vibration responses induced by impact loading using modified Anderson model
房波1
作者信息
- 1. 中铁八局第二工程有限公司，成都618100
- 折叠
摘要
Abstract
A synthetic method which combines theoretical model and field measurement data was put forward to predict vibration effects induced by impact loading. A series of targeted field measurements were proceeded by hammer impact tests. The Anderson model was modified and verified by the data measured in field hammer impact tests. Then the impact induced vibration was predicted using the modified Anderson model. Finally,the prediction results were com-pared with the measured results. The results indicate that the prediction results approximately approach to the measured results.关键词
预测方法/冲击载荷/振动效应/Anderson模型Key words
prediction method/impact loading/vibration effects/Anderson model分类
建筑与水利引用本文复制引用
房波..基于修正Anderson模型的冲击载荷下地基振动响应预测方法[J].中国工程科学,2014,(11):96-102,7.
