1 Cheung, "?Static analysis of right box girder bridges by spline finite strip method? of theInstitution of Civil Engineers" 311-323, 1983
2 Li, "?Spline finite strip analysis of general plates?" 43-54, 1986
3 O, "?Reduced integration technique in general analysis platesand shells?" 275-290, 1971
4 and Cassell, "?Non-conforming modes stabilization of a nine-node stress-resultantdegenerated shell element with drilling freedom?" 569-580, 1991
5 Au, "?Isoparametric spline finite strip for plane structures?" 23-32, 1993
6 Taylor, "?Finite element analysis of linear shell problem? of theMathematics in Finite Elements and Application" Academic Press 1987191-203
7 Tham, "?Bending of skew plates by spline finite strip method?" 31-38, 1986
8 Wong, "?Assumed strain stabilization procedure for the 9-nodeLagrange shell element?" 385-414, 1989
9 Tham, "?Application of spline finite strip method in the analysis of space structures?" 235-246, 1990
10 Choi, "?An efficient four node degenerated shell element based on the assumedcovariant strain?" 17-34, 1994
1 Cheung, "?Static analysis of right box girder bridges by spline finite strip method? of theInstitution of Civil Engineers" 311-323, 1983
2 Li, "?Spline finite strip analysis of general plates?" 43-54, 1986
3 O, "?Reduced integration technique in general analysis platesand shells?" 275-290, 1971
4 and Cassell, "?Non-conforming modes stabilization of a nine-node stress-resultantdegenerated shell element with drilling freedom?" 569-580, 1991
5 Au, "?Isoparametric spline finite strip for plane structures?" 23-32, 1993
6 Taylor, "?Finite element analysis of linear shell problem? of theMathematics in Finite Elements and Application" Academic Press 1987191-203
7 Tham, "?Bending of skew plates by spline finite strip method?" 31-38, 1986
8 Wong, "?Assumed strain stabilization procedure for the 9-nodeLagrange shell element?" 385-414, 1989
9 Tham, "?Application of spline finite strip method in the analysis of space structures?" 235-246, 1990
10 Choi, "?An efficient four node degenerated shell element based on the assumedcovariant strain?" 17-34, 1994
11 Meth, "?A simple and efficient finite element for general shell analysis?" 179-200, 1979
12 A, "?A robust quadrilateral membrane finite element withdrilling degree of freedom?" 445-457, 1990
13 MacNeal, "?A refiend four-node membrane element with rotational degrees offreedom?" 75-84, 1988
14 MacNeal, "?A proposed standard set of problems to test finite element accuracy? Finite Elements in Analysis and Design" 3-20, 1985
15 Bathe, "?A four-node plate bending element based on Mindlin/Reissner platetheory and a mixed interpolation?" 367-383, 1985
16 and Frey, "?A four node Marguerre element for nonlinear shell analysis?" 276-282, 1986
17 Hinton, "?A family of quadrilateral Mindlin plate elements with substitute shear strainfields?" 409-431, 1986
18 Park, "?A curved C0 shell element based on assumed natural-coordinate strains?" 279-290, 1986
19 Choi, "Unequally spaced non-periodic B-spline finite strip method" 57 : 35-55, 2003
20 Cheung, "The Finite Strip Method in Structural Analysis" 1976
21 Cheung, Y.K, "Isoparametric spline finite strip for degenerated shells" 21 : 65-92, 1995
22 Choi, C.K, "High performance 4-node flat shell element NMS-4F element" 8 (8): 209-234, 1999
23 Choi, "Finite strip analysis of multi-span box girder bridges by using non-periodicB-spline interpolation" 12 (12): 313-328, 2001
24 Chroscielewski, J, "Finite element analysis of smooth, folded and multishell structure" 141 : 1-46, 1997
25 Farin, "Curves and Surfaces for Computer Aided Geometric Design" AcademicPress 1992
26 Faux, "Computational Geometry for Design and Manufacture" 1981