-
1
-
-
0141683606
-
Buckling of stochastically heterogeneous beams, using a functional perturbation method
-
IJSOAD, 0020-7683, 10.1016/S0020-7683(03)00394-9
-
Altus E. Totry E.M. Buckling of stochastically heterogeneous beams, using a functional perturbation method. Int. J. Solids Struct. 2003, 40:6547-6565. IJSOAD, 0020-7683, 10.1016/S0020-7683(03)00394-9, and.
-
(2003)
Int. J. Solids Struct.
, vol.40
, pp. 6547-6565
-
-
Altus, E.1
Totry, E.M.2
-
2
-
-
0026206498
-
Buckling of variable cross-section columns: Integral-equation approach
-
JSENDH, 0733-9445, 10.1061/(ASCE)0733-9445(1991)117:8(2426)
-
Arbabi F. Li F. Buckling of variable cross-section columns: Integral-equation approach. J. Struct. Eng. 1991, 117:2426-2441. JSENDH, 0733-9445, 10.1061/(ASCE)0733-9445(1991)117:8(2426), and.
-
(1991)
J. Struct. Eng.
, vol.117
, pp. 2426-2441
-
-
Arbabi, F.1
Li, F.2
-
4
-
-
30844462513
-
Efficient computation of buckling loads for plane steel frames with tapered members
-
ENSTDF, 0141-0296, 10.1016/j.engstruct.2005.10.004
-
Bazeos N. Karabalis D.L. Efficient computation of buckling loads for plane steel frames with tapered members. Eng. Struct. 2006, 28:771-775. ENSTDF, 0141-0296, 10.1016/j.engstruct.2005.10.004, and.
-
(2006)
Eng. Struct.
, vol.28
, pp. 771-775
-
-
Bazeos, N.1
Karabalis, D.L.2
-
5
-
-
33646814989
-
Thermoelastic buckling and vibration behavior of a functionally graded sandwich beam with constrained viscoelastic core
-
JSVIAG, 0022-460X, 10.1016/j.jsv.2006.01.026
-
Bhangale R.K. Ganesan N. Thermoelastic buckling and vibration behavior of a functionally graded sandwich beam with constrained viscoelastic core. J. Sound Vib. 2006, 295:294-316. JSVIAG, 0022-460X, 10.1016/j.jsv.2006.01.026, and.
-
(2006)
J. Sound Vib.
, vol.295
, pp. 294-316
-
-
Bhangale, R.K.1
Ganesan, N.2
-
7
-
-
0032630832
-
A Newmark-based method for the stability of columns
-
CMSTCJ, 0045-7949, 10.1016/S0045-7949(98)00219-3
-
Bradford M.A. Yazdi N.A. A Newmark-based method for the stability of columns. Comput. Struct. 1999, 71:689-700. CMSTCJ, 0045-7949, 10.1016/S0045-7949(98)00219-3, and.
-
(1999)
Comput. Struct.
, vol.71
, pp. 689-700
-
-
Bradford, M.A.1
Yazdi, N.A.2
-
8
-
-
10444275076
-
Closed-form solutions for axially graded beam-columns
-
JSVIAG, 0022-460X, 10.1016/j.jsv.2004.02.018
-
Calio I. Elishakoff I. Closed-form solutions for axially graded beam-columns. J. Sound Vib. 2005, 280:1083-1094. JSVIAG, 0022-460X, 10.1016/j.jsv.2004.02.018, and.
-
(2005)
J. Sound Vib.
, vol.280
, pp. 1083-1094
-
-
Calio, I.1
Elishakoff, I.2
-
9
-
-
0036647909
-
Effects of solid distribution on the elastic buckling of honey-combs
-
IMSCAW, 0020-7403, 10.1016/S0020-7403(02)00039-5
-
Chuang C.H. Huang J.S. Effects of solid distribution on the elastic buckling of honey-combs. Int. J. Mech. Sci. 2002, 44:1429-1443. IMSCAW, 0020-7403, 10.1016/S0020-7403(02)00039-5, and.
-
(2002)
Int. J. Mech. Sci.
, vol.44
, pp. 1429-1443
-
-
Chuang, C.H.1
Huang, J.S.2
-
10
-
-
0345832022
-
Application of differential quadrature (DQ) and harmonic differential quadrature (HDQ) for buckling analysis of thin isotropic plates and elastic columns
-
ENSTDF, 0141-0296, 10.1016/j.engstruct.2003.09.005.
-
Civalek O. Application of differential quadrature (DQ) and harmonic differential quadrature (HDQ) for buckling analysis of thin isotropic plates and elastic columns. Eng. Struct. 2004, 26:171-186. ENSTDF, 0141-0296, 10.1016/j.engstruct.2003.09.005.
-
(2004)
Eng. Struct.
, vol.26
, pp. 171-186
-
-
Civalek, O.1
-
11
-
-
77952244845
-
Buckling of variable section columns under axial loading
-
JENMDT, 0733-9399, 10.1061/(ASCE)EM.1943-7889.0000096
-
Darbandi S.M. Firouz-Abadi R.D. Haddadpour H. Buckling of variable section columns under axial loading. J. Eng. Mech. 2010, 136:472-476. JENMDT, 0733-9399, 10.1061/(ASCE)EM.1943-7889.0000096, and.
-
(2010)
J. Eng. Mech.
, vol.136
, pp. 472-476
-
-
Darbandi, S.M.1
Firouz-Abadi, R.D.2
Haddadpour, H.3
-
12
-
-
0030129996
-
The optimized Rayleigh method and Mathematica in vibrations and buckling problems
-
JSVIAG, 0022-460X, 10.1006/jsvi.1996.0156
-
De Rosa M.A. Franciosi C. The optimized Rayleigh method and Mathematica in vibrations and buckling problems. J. Sound Vib. 1996, 191:795-808. JSVIAG, 0022-460X, 10.1006/jsvi.1996.0156, and.
-
(1996)
J. Sound Vib.
, vol.191
, pp. 795-808
-
-
De Rosa, M.A.1
Franciosi, C.2
-
13
-
-
0025889282
-
Buckling loads for variable cross-section members with variable axial forces
-
IJSOAD, 0020-7683, 10.1016/0020-7683(91)90224-4.
-
Eisenberger M. Buckling loads for variable cross-section members with variable axial forces. Int. J. Solids Struct. 1991, 27:135-143. IJSOAD, 0020-7683, 10.1016/0020-7683(91)90224-4.
-
(1991)
Int. J. Solids Struct.
, vol.27
, pp. 135-143
-
-
Eisenberger, M.1
-
14
-
-
27344453203
-
Buckling, flutter and vibration analyses of beams by integral equation formulations
-
CMSTCJ, 0045-7949, 10.1016/j.compstruc.2005.04.001
-
Elfelsoufi Z. Azrar L. Buckling, flutter and vibration analyses of beams by integral equation formulations. Comput. Struct. 2005, 83:2632-2649. CMSTCJ, 0045-7949, 10.1016/j.compstruc.2005.04.001, and.
-
(2005)
Comput. Struct.
, vol.83
, pp. 2632-2649
-
-
Elfelsoufi, Z.1
Azrar, L.2
-
15
-
-
0034550909
-
A selective review of direct, semi-inverse and inverse eigenvalue problems for structures described by differential equations with variable coefficients
-
ZZZZZZ, 1134-3060, 10.1007/BF02736214.
-
Elishakoff I. A selective review of direct, semi-inverse and inverse eigenvalue problems for structures described by differential equations with variable coefficients. Arch. Comput. Methods Eng. 2000, 7:451-526. ZZZZZZ, 1134-3060, 10.1007/BF02736214.
-
(2000)
Arch. Comput. Methods Eng.
, vol.7
, pp. 451-526
-
-
Elishakoff, I.1
-
16
-
-
0035218204
-
Inverse buckling problem for inhomogeneous columns
-
IJSOAD, 0020-7683, 10.1016/S0020-7683(00)00049-4.
-
Elishakoff I. Inverse buckling problem for inhomogeneous columns. Int. J. Solids Struct. 2001, 38:457-464. IJSOAD, 0020-7683, 10.1016/S0020-7683(00)00049-4.
-
(2001)
Int. J. Solids Struct.
, vol.38
, pp. 457-464
-
-
Elishakoff, I.1
-
17
-
-
0023998858
-
Comparison of Rayleigh's noninteger-power method with Rayleigh-Ritz method
-
CMMECC, 0045-7825, 10.1016/0045-7825(88)90050-3
-
Elishakoff I. Bert C.W. Comparison of Rayleigh's noninteger-power method with Rayleigh-Ritz method. Comput. Methods Appl. Mech. Eng. 1988, 67:297-309. CMMECC, 0045-7825, 10.1016/0045-7825(88)90050-3, and.
-
(1988)
Comput. Methods Appl. Mech. Eng.
, vol.67
, pp. 297-309
-
-
Elishakoff, I.1
Bert, C.W.2
-
18
-
-
0023852857
-
Exact solutions for buckling of some divergence-type non-conservative systems in terms of Bessel and Lommel functions
-
CMMECC, 0045-7825, 10.1016/0045-7825(88)90062-X
-
Elishakoff I. Pellegrini F. Exact solutions for buckling of some divergence-type non-conservative systems in terms of Bessel and Lommel functions. Comput. Methods Appl. Mech. Eng. 1988, 66:107-119. CMMECC, 0045-7825, 10.1016/0045-7825(88)90062-X, and.
-
(1988)
Comput. Methods Appl. Mech. Eng.
, vol.66
, pp. 107-119
-
-
Elishakoff, I.1
Pellegrini, F.2
-
19
-
-
0001463538
-
New closed-form solution for buckling of a variable stiffness column by Mathematica
-
JSVIAG, 0022-460X, 10.1006/jsvi.1998.2143
-
Elishakoff I. Rollot O. New closed-form solution for buckling of a variable stiffness column by Mathematica. J. Sound Vib. 1999, 224:172-182. JSVIAG, 0022-460X, 10.1006/jsvi.1998.2143, and.
-
(1999)
J. Sound Vib.
, vol.224
, pp. 172-182
-
-
Elishakoff, I.1
Rollot, O.2
-
20
-
-
75749124983
-
A new approach for free vibration of axially functionally graded beams with non-uniform cross-section
-
JSVIAG, 0022-460X, 10.1016/j.jsv.2009.12.029
-
Huang Y. Li X.-F. A new approach for free vibration of axially functionally graded beams with non-uniform cross-section. J. Sound Vib. 2010, 329:2291-2303. JSVIAG, 0022-460X, 10.1016/j.jsv.2009.12.029, and.
-
(2010)
J. Sound Vib.
, vol.329
, pp. 2291-2303
-
-
Huang, Y.1
Li, X.-F.2
-
21
-
-
0019086897
-
Finite difference buckling analysis of non-uniform columns
-
CMSTCJ, 0045-7949, 10.1016/0045-7949(80)90176-5.
-
Iremonger M.J. Finite difference buckling analysis of non-uniform columns. Comput. Struct. 1980, 12:741-748. CMSTCJ, 0045-7949, 10.1016/0045-7949(80)90176-5.
-
(1980)
Comput. Struct.
, vol.12
, pp. 741-748
-
-
Iremonger, M.J.1
-
22
-
-
67349221463
-
Bending of functionally graded cantilever beam with power-law non-linearity subjected to an end force
-
IJNMAG, 0020-7462, 10.1016/j.ijnonlinmec.2009.02.016
-
Kang Y.-A. Li X.-F. Bending of functionally graded cantilever beam with power-law non-linearity subjected to an end force. Int. J. Non-Linear Mech. 2009, 44:696-703. IJNMAG, 0020-7462, 10.1016/j.ijnonlinmec.2009.02.016, and.
-
(2009)
Int. J. Non-Linear Mech.
, vol.44
, pp. 696-703
-
-
Kang, Y.-A.1
Li, X.-F.2
-
23
-
-
0020498010
-
Static, dynamic and stability analysis of structures composed of tapered beams
-
CMSTCJ, 0045-7949, 10.1016/0045-7949(83)90064-0
-
Karabalis D.L. Beskos D.E. Static, dynamic and stability analysis of structures composed of tapered beams. Comput. Struct. 1983, 16:731-748. CMSTCJ, 0045-7949, 10.1016/0045-7949(83)90064-0, and.
-
(1983)
Comput. Struct.
, vol.16
, pp. 731-748
-
-
Karabalis, D.L.1
Beskos, D.E.2
-
24
-
-
0037036339
-
A new differential quadrature methodology for beam analysis and the associated differential quadrature element method
-
CMMECC, 0045-7825, 10.1016/S0045-7825(02)00289-X
-
Karami G. Malekzadeh P. A new differential quadrature methodology for beam analysis and the associated differential quadrature element method. Comput. Methods Appl. Mech. Eng. 2002, 191:3509-3526. CMMECC, 0045-7825, 10.1016/S0045-7825(02)00289-X, and.
-
(2002)
Comput. Methods Appl. Mech. Eng.
, vol.191
, pp. 3509-3526
-
-
Karami, G.1
Malekzadeh, P.2
-
25
-
-
70350732064
-
Flexural vibration and elastic buckling of a cracked Timoshenko beam made of functionally graded materials
-
10.1080/15376490902781175, 1537-6494
-
Ke L.L. Yang J. Kitipornchai S. Xiang Y. Flexural vibration and elastic buckling of a cracked Timoshenko beam made of functionally graded materials. Mech. Adv. Mater. Structures 2009, 16:488-502. 10.1080/15376490902781175, 1537-6494, and.
-
(2009)
Mech. Adv. Mater. Structures
, vol.16
, pp. 488-502
-
-
Ke, L.L.1
Yang, J.2
Kitipornchai, S.3
Xiang, Y.4
-
26
-
-
0000202304
-
The shape of the strongest column
-
AVRMAW, 0003-9527, 10.1007/BF00252909.
-
Keller J.B. The shape of the strongest column. Arch. Ration. Mech. Anal. 1960, 5:275-285. AVRMAW, 0003-9527, 10.1007/BF00252909.
-
(1960)
Arch. Ration. Mech. Anal.
, vol.5
, pp. 275-285
-
-
Keller, J.B.1
-
27
-
-
54249113935
-
Buckling and post-buckling of non-uniform non-linearly elastic rods
-
IMSCAW, 0020-7403, 10.1016/j.ijmecsci.2008.05.001.
-
Lacarbonara W. Buckling and post-buckling of non-uniform non-linearly elastic rods. Int. J. Mech. Sci. 2008, 50:1316-1325. IMSCAW, 0020-7403, 10.1016/j.ijmecsci.2008.05.001.
-
(2008)
Int. J. Mech. Sci.
, vol.50
, pp. 1316-1325
-
-
Lacarbonara, W.1
-
28
-
-
32244436063
-
Buckling and free oscillations of composite microresonators
-
JMIYET, 1057-7157, 10.1109/JMEMS.2005.863598
-
Li H. Balachandran B. Buckling and free oscillations of composite microresonators. J. Microelectromech. Syst. 2006, 15:42-51. JMIYET, 1057-7157, 10.1109/JMEMS.2005.863598, and.
-
(2006)
J. Microelectromech. Syst.
, vol.15
, pp. 42-51
-
-
Li, H.1
Balachandran, B.2
-
29
-
-
0038264334
-
Buckling analysis of non-uniform bars with rotational and translational springs
-
ENSTDF, 0141-0296, 10.1016/S0141-0296(03)00079-8.
-
Li Q.S. Buckling analysis of non-uniform bars with rotational and translational springs. Eng. Struct. 2003, 25:1289-1299. ENSTDF, 0141-0296, 10.1016/S0141-0296(03)00079-8.
-
(2003)
Eng. Struct.
, vol.25
, pp. 1289-1299
-
-
Li, Q.S.1
-
30
-
-
0029411866
-
Stability analysis of bars with varying cross-section
-
IJSOAD, 0020-7683, 10.1016/0020-7683(94)00272-X
-
Li Q.S. Cao H. Li G.Q. Stability analysis of bars with varying cross-section. Int. J. Solids Struct. 1995, 32:3217-3228. IJSOAD, 0020-7683, 10.1016/0020-7683(94)00272-X, and.
-
(1995)
Int. J. Solids Struct.
, vol.32
, pp. 3217-3228
-
-
Li, Q.S.1
Cao, H.2
Li, G.Q.3
-
31
-
-
55349145939
-
A unified approach for analyzing static and dynamic behaviors of functionally graded Timoshenko and Euler-Bernoulli beams
-
JSVIAG, 0022-460X, 10.1016/j.jsv.2008.04.056.
-
Li X.-F. A unified approach for analyzing static and dynamic behaviors of functionally graded Timoshenko and Euler-Bernoulli beams. J. Sound Vib. 2008, 318:1210-1229. JSVIAG, 0022-460X, 10.1016/j.jsv.2008.04.056.
-
(2008)
J. Sound Vib.
, vol.318
, pp. 1210-1229
-
-
Li, X.-F.1
-
32
-
-
40549142764
-
Theoretical analysis of surface stress for a microcantilever with varying width
-
JPAPBE, 0022-3727, 10.1088/0022-3727/41/6/065301
-
Li X.-F. Peng X.-L. Theoretical analysis of surface stress for a microcantilever with varying width. J. Phys. D: Appl. Phys. 2008, 41:065301. JPAPBE, 0022-3727, 10.1088/0022-3727/41/6/065301, and.
-
(2008)
J. Phys. D: Appl. Phys.
, vol.41
, pp. 065301
-
-
Li, X.-F.1
Peng, X.-L.2
-
33
-
-
0033906354
-
Optimisation of columns and frames against buckling
-
CMSTCJ, 0045-7949, 10.1016/S0045-7949(99)00082-6
-
Manickarajah D. Xie Y.M. Steven G.P. Optimisation of columns and frames against buckling. Comput. Struct. 2000, 75:45-54. CMSTCJ, 0045-7949, 10.1016/S0045-7949(99)00082-6, and.
-
(2000)
Comput. Struct.
, vol.75
, pp. 45-54
-
-
Manickarajah, D.1
Xie, Y.M.2
Steven, G.P.3
-
34
-
-
0017675889
-
Buckling load for nonuniform columns
-
CMSTCJ, 0045-7949, 10.1016/0045-7949(77)90025-6
-
O'Rourke M. Zebrowski T. Buckling load for nonuniform columns. Comput. Struct. 1977, 7:717-720. CMSTCJ, 0045-7949, 10.1016/0045-7949(77)90025-6, and.
-
(1977)
Comput. Struct.
, vol.7
, pp. 717-720
-
-
O'Rourke, M.1
Zebrowski, T.2
-
35
-
-
33947188530
-
Elastic flexural buckling analysis of composite beams of variable cross-section by BEM
-
ENSTDF, 0141-0296, 10.1016/j.engstruct.2006.06.010
-
Sapountzakis E.J. Tsiatas G.C. Elastic flexural buckling analysis of composite beams of variable cross-section by BEM. Eng. Struct. 2007, 29:675-681. ENSTDF, 0141-0296, 10.1016/j.engstruct.2006.06.010, and.
-
(2007)
Eng. Struct.
, vol.29
, pp. 675-681
-
-
Sapountzakis, E.J.1
Tsiatas, G.C.2
-
36
-
-
67349108711
-
Buckling of functionally graded and elastically restrained non-uniform columns
-
CPBEFF, 1359-8368, 10.1016/j.compositesb.2009.03.001
-
Singh K.V. Li G.Q. Buckling of functionally graded and elastically restrained non-uniform columns. Composites, Part B 2009, 40:393-403. CPBEFF, 1359-8368, 10.1016/j.compositesb.2009.03.001, and.
-
(2009)
Composites, Part B
, vol.40
, pp. 393-403
-
-
Singh, K.V.1
Li, G.Q.2
-
37
-
-
0023834810
-
Analytical solutions for tapered column buckling
-
CMSTCJ, 0045-7949, 10.1016/0045-7949(88)90011-9.
-
Smith W. Analytical solutions for tapered column buckling. Comput. Struct. 1988, 28:677-681. CMSTCJ, 0045-7949, 10.1016/0045-7949(88)90011-9.
-
(1988)
Comput. Struct.
, vol.28
, pp. 677-681
-
-
Smith, W.1
-
40
-
-
34247282085
-
Exact dynamic stiffness method for non-uniform Timoshenko beam vibrations and Bernoulli-Euler column buckling
-
JSVIAG, 0022-460X, 10.1016/j.jsv.2007.01.036
-
Yuan S. Ye K.S. Xiao C. Williams F.W. Kennedy D. Exact dynamic stiffness method for non-uniform Timoshenko beam vibrations and Bernoulli-Euler column buckling. J. Sound Vib. 2007, 303:526-537. JSVIAG, 0022-460X, 10.1016/j.jsv.2007.01.036, and.
-
(2007)
J. Sound Vib.
, vol.303
, pp. 526-537
-
-
Yuan, S.1
Ye, K.S.2
Xiao, C.3
Williams, F.W.4
Kennedy, D.5
|