1 Anderson, "“On the partial simulation of a nonconservative system by a conservativesystem”" 1971183-191
2 Barten, "“On the deflection of a cantilever beam”" 1945
3 "“On general conservative end loading of pretwisted rods”" 1361-1371, 1973
4 Meth, "“Numerical results from large deflection beam and frame problems analysis by means ofelliptic integrals”" 1981
5 and Drucker, "“Large deflections of cantilever beams”" 1945
6 Lau, "“Large deflections of beams with combined loads”" 1974
7 and Wang, "“Large deflection of beam under moment gradient”" 19941848-1860
8 Appl, "“Experimental verification of the dynamic stability of a tangentially loaded cantileveredcolumn”" 460-471, 1966
9 A, "“Buckling of elastic cantilevers subjected to a polar force" mlade (mlade): 80-90, 1983
10 and Gere J, "Theory of Elastic Stability" McGraw-Hill 1961
1 Anderson, "“On the partial simulation of a nonconservative system by a conservativesystem”" 1971183-191
2 Barten, "“On the deflection of a cantilever beam”" 1945
3 "“On general conservative end loading of pretwisted rods”" 1361-1371, 1973
4 Meth, "“Numerical results from large deflection beam and frame problems analysis by means ofelliptic integrals”" 1981
5 and Drucker, "“Large deflections of cantilever beams”" 1945
6 Lau, "“Large deflections of beams with combined loads”" 1974
7 and Wang, "“Large deflection of beam under moment gradient”" 19941848-1860
8 Appl, "“Experimental verification of the dynamic stability of a tangentially loaded cantileveredcolumn”" 460-471, 1966
9 A, "“Buckling of elastic cantilevers subjected to a polar force" mlade (mlade): 80-90, 1983
10 and Gere J, "Theory of Elastic Stability" McGraw-Hill 1961
11 Hartono, W, "On the post-buckling behavior of elastica fixed-end column with central brace" 81 : 605-611, 2001
12 Tse, P.C, "Large deflections of elastic composite circular springs under uniaxial tension" 35 : 293-307, 2000
13 Aristizabal-Ochoa, J.D, "Large deflection stability of slender beam-columns with semirigid connections: Elastica approach" 130 : 274-282, 2004
14 Chucheepsakul, S, "Large deflection of simple variable-arc-length beam subjected to apoint load" 4 : 49-59, 1996
15 Wang, C.M, "Instability of variable arc-length elastica under follower force" 25 : 189-194, 1998
16 Chucheepsakul, S, "Elliptical integral solutions of variable-arc-length elastica under an inclined follower force" 84 : 29-38, 2004
17 Chucheepsakul, S, "Elastica of simple variable-arc-length beam subjected to end moment" 121 : 767-772, 1995
18 Hartono, W, "Elastic nonlinear behavior of truss system under follower and non-follower forces" 63 : 939-949, 1997
19 Chucheepsakul, S, "Double curvature bending of variablearc- length elastica" 66 : 87-94, 1999
20 Hartono, W, "Behavior of variable length elastica with frictional support under follower force" 27 : 653-658, 2000
21 Ohtsuki, A, "Analysis of large deflections in a cantilever beam with low support stiffness" 60 : 493-499, 1996
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