摘要
本文通过单点约束方程,提出了解梁与块单元衔接问题的新方法。该方法比其它方法具有更大的灵活性和精确性,可推广到解其它不同维数的单元之间的衔接问题。
A new method for coupling problem with beam and block elements is developed, through single-point-constrained equations. This method seems more effective and accurate than other methods to deal with the coupling problem of different dimensional elements.
出处
《岩土力学》
EI
CAS
CSCD
1990年第3期9-16,共8页
Rock and Soil Mechanics