过去,弹性地基梁计算——无论文克尔假设或半空间弹性体假设——均未考虑协同工作。随着建筑技术的发展,才逐步考虑更为合理的协同工作问题,但目前仍未彻底解决。对此新课题,笔者从理论方面进行了粗浅的探讨,对其工作状态有个初步的了解,现介绍出来望读者共同进行研讨。 In the past, elastic foundation beam calculations—with no paper Kerr assumptions or half-space elasticity assumptions—have not considered cooperative work. With the development of building technology, we have gradually considered the issue of more reasonable collaborative work, but it has not yet been completely resolved. For this new topic, the author has conducted a superficial discussion in terms of theory and has a preliminary understanding of his working status. Now he has introduced readers to jointly conduct discussions.