摘要
根据分布参数系统并采用动静平衡隔离单元法,建立变颈浮承桩瞬态动测响应的数学模型,编制相应程序,绘出了变颈浮承桩瞬态动测位移、速度、加速度响应,并分析了变颈浮承桩的基本特征。
Based on the distribution parameters and the element method of dynamlc-static balance segregation, the mathematical model for the dynamic test transient response of the frictional pile with variable section is set up, and the calculating program is developed. The responses of displacement, velocity,and acceleration of the variable section frictional pile are drawn out, and their basic characters are analyzed.
出处
《计算机与现代化》
2006年第9期113-114,119,共3页
Computer and Modernization
关键词
变颈桩
瞬态动测
响应函数
数学模型
variable section pile
transient dynamic test
response function
mathematical model
