层状分数阶黏弹性饱和地基与梁共同作用的时效研究1)
艾智勇, 王禾, 慕金晶

TIME-DEPENDENT ANALYSIS OF THE INTERACTION BETWEEN MULTILAYERED FRACTIONAL VISCOELASTIC SATURATED SOILS AND BEAMS1)
Ai Zhiyong, Wang He, Mu Jinjing
图9 不同分数阶次下梁端部地基反力随时间的变化
Fig.9 Subgrade reactions versus time at the end of the beam with different fractional orders