摘要
根据作者提出的带有刚域的弹性地基梁模型,编写调试了相应的计算机程序,分析了一些算例并与其它方法进行了比较。结果表明考虑刚域情况下地基梁的内力变化还是比较显著的,根据计算结果对配筋和设计方法提出了指导性建议。
The method in this paper can be used for solving the problem analyzing the Grillage foundation beams. The programs were coded and debugged on PC. Some calculated examples were given to compare with results got from ouher methods. The considerable difference between the model with rigid area and models without rigid area can be found through the conclusion. Finally, project examples are calculated by virtue of corresponding programs. The calculation results indicate that the internal force changes of foundation beam are obvious under consideration of the rigid area.
出处
《建筑科学》
北大核心
2005年第2期1-7,共7页
Building Science
