摘要
在进行水工隧道衬砌地震作用力计算时,目前采用的解析方法存在加力困难,数值计算方法对初始应力场的使用方法不严密,两种方法对围岩类别和埋深的影响考虑不充分并且计算结果相差较大。针对存在的这些问题,改进了荷载施加方式,修正了初始应力场,得到了比较满意的结果。
There are four problems in calculating the seismic force of hydraulic tunnel lining by using analytical and numerical methods： （a） the force is difficult to apply on structure by using analytical method; （b） the adoption of initial stress field in numerical method is imprecise; （c） the results calculated by two methods have greater difference; and （d） the influences caused by surrounding rock classification and the depth of tunnel are not being considered enough in two methods. For solving these problems, the improvements on load application and initial tress field correction are conducted herein. The results calculated by improved methods are satisfactory.
出处
《水力发电》
北大核心
2011年第9期39-41,64,共4页
Water Power
基金
国家自然科学基金资助项目(50678077)
重庆市自然科学基金项目(2008BB6066)
重庆市教委科学技术研究项目(KJ090403)
华北水院2009年度青年科研基金项目(HSQJ2009013)
重庆交通大学(桥梁)结构工程重点实验室开放基金资助项目
关键词
水工隧道
衬砌
地震作用力
计算方法
hydraulic tunnel
lining
seismic force
calculating method
