“…Free vibration and dynamic stability analysis of rotating thin-walled composite beams (Saraviaa et al, 2011) and nonlinear thermal stability of eccentrically stiffened functionally graded truncated conical shells are recently reported (Duc and Cong, 2015). In contrast, many numerical investigations are carried out using response surface methods such as moving least square (MLS) method and other methods for structural analysis (Choi et al, 2004;Wu et al, 2005;Park and Grandhi, 2014;Shu et al, 2007;Kang et al, 2010). Some researchers studied specifically on the moving least squares (MLS) approximation for the regression analysis (Lancaster and Salkauskas, 1981;Breitkpf et al, 2005) instead of the conventional least squares (LS) approximation in conjunction to traditional response surface method (RSM) techniques (Mukhopadhyay et al, 2015, Dey et al, 2015a.…”