Hybrid natural element method for viscoelasticity problems
*
Zhou Yan-Kai
a)
, Ma Yong-Qi
a),
b)
†
, Dong Yi
c)
, Feng Wei
a)
Fig. 18. Vertical displacements of nodes at x 2 #cod#x003D; 0 when t #cod#x003D; 30 s.
