Dynamic Impact of Punching Construction on Adjacent Existing Bridge Pile Foundation

摘要：

Dynamic impact of punching construction on adjacent existing bridge pile foundation was analyzed based on finite element numerical analysis method. It shows that the primary affecting factors are dynamic loads magnitudes and distance of punching location to existing pile. M_(max) (Bending moment maximums)of piles are in direct proportion to magnitude of dynamic loads. With increasing the distance of punching location to existing pile, M_(max) present exponential attenuation. M_(max) of pile with fixed constrain are bigger than those of pile with simply-supported constrain,and distributions of M_(max)also significantly different. As the depth of punching construction increased, M_(max) present increasing first and then decreasing. Under the same conditions,the shorter pile is more sensitive to punch depth.

作者: Changbin HU Zenghua SUN

作者单位: College of civil engineering , Fuzhou University , Fuzhou, Fujian 350108, China

会议类型: 国际会议

会议名称: 5th International Symposium on Environmental Vibration(第五届环境振动国际研讨会)

会议地点: 成都

会议语种:英文

页码: 471-477

在线出版日期: 2011-10-20（万方平台首次上网日期，不代表论文的发表时间）