摘要
介绍了用双参数弹性地基梁计算预应力锚索地梁内力的计算方法,并结合常张高速公路某工点工程实例,将双参数弹性地基梁和连续梁方法的计算结果与工程实测值进行比较,指出在预应力锚索地梁正常工作状态下,采用双参数弹性地基梁法的计算结果与真实情况更加吻合。
An introduction is given to the rational design of beam with prestressed anchor rope based on double parameters＇ hypothesis. An engineering case analysis is given to compare the results of double parameters elastic foundation method, continuous beam method and field test value. The comparisons show that the double parameters foundation method is more accurate and satisfying.
出处
《山西建筑》
2007年第27期130-131,共2页
Shanxi Architecture
关键词
预应力锚索
地梁
内力
双参数弹性地基
prestessed anchor rope, beam on foundation, internal force, double parameters elastic foundation
