Buckling length of non-uniform members under stepped axial loads

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Civil Engineering Department, Lab. Metal Struct., Natl. Tech. U., Athens, Greece ^{[1
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Comput Struct | / 6卷 / 573-582期

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[1] Buckling length of non-uniform members under stepped axial loads
Ermopoulos, JC
COMPUTERS & STRUCTURES, 1999, 73 (06) : 573 - 582
[2] Equivalent buckling length of non-uniform members
Ermopoulos, JC
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 1997, 42 (02) : 141 - 158
[3] Optimization of columns under non-uniform axial loads
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Cagdas, I. U.
SACAM 2006: FIFTH SOUTH AFRICAN CONFERENCE ON COMPUTATIONAL AND APPLIED MECHANICS, PTS 1-3, 2006, : 69 - +
[4] BUCKLING OF TAPERED BARS UNDER STEPPED AXIAL LOADS
ERMOPOULOS, JC
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1986, 112 (06): : 1346 - 1354
[5] VIBRATION AND BUCKLING OF BEAM-COLUMNS SUBJECTED TO NON-UNIFORM AXIAL LOADS.
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1739, (23):
[6] BUCKLING OF TAPERED BARS UNDER STEPPED AXIAL LOADS.
Ermopoulos, John C.
1600, (112):
[7] Calculating the global buckling resistance of thin-walled steel members with uniform and non-uniform elevated temperatures under axial compression
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[8] Exact solutions for buckling of non-uniform columns under axial concentrated and distributed loading
Li, QS
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[9] Elastic Buckling Behaviour of a Four-Lobed Cross Section Cylindrical Shell with Variable Thickness under Non-Uniform Axial Loads
Ahmed, Mousa Khalifa
MATHEMATICAL PROBLEMS IN ENGINEERING, 2009, 2009
[10] Buckling analysis of non-uniform cylindrical shells of a four lobed cross section under uniform axial compressions
Ahmed, Mousa Khalifa
ZAMM-ZEITSCHRIFT FUR ANGEWANDTE MATHEMATIK UND MECHANIK, 2010, 90 (12): : 954 - 965

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