Local-, distortional- and Euler- buckling of thin walled built-up open cross-sections under compression

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Department of Civil Engineering, Govt. College of Engineering, Salem 636 011, India ^{[1
]}

不详 ^{[2
]}

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J Struct Eng | 2006年 / 6卷 / 447-454期

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共 29 条

[1] EXPERIMENTAL RESEARCH ON DISTORTIONAL BEHAVIOR OF COLD-FORMED THIN-WALLED Σ-SHAPED STEEL BUILT-UP SECTIONS UNDER ECCENTIRC COMPRESSION
He Z.-Q.
Yang G.
Zhou X.-H.
Peng S.-Q.
Gongcheng Lixue/Engineering Mechanics, 2023, 40 (02): : 25 - 35
[2] Built-up nested cold-formed steel compression members subject to local or distortional buckling
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Mahendran, Mahen
Sivaprakasam, Thananjayan
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2021, 182
[3] Built-up back-to-back cold-formed steel compression members failing by local and distortional buckling
Vy, Son Tung
Mahendran, Mahen
Sivaprakasam, Thananjayan
THIN-WALLED STRUCTURES, 2021, 159
[4] Built-up back-to-back cold-formed steel compression members failing by local and distortional buckling
Vy, Son Tung
Mahendran, Mahen
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Thin-Walled Structures, 2021, 159
[5] Coupled dynamic buckling of thin-walled composite columns with open cross-sections
Teter, Andrzej
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COMPOSITE STRUCTURES, 2013, 95 : 28 - 34
[6] Local and distortional buckling stress methods of open cross-section thin-walled columns
Zhang, SM
Wu, S
PROCEEDINGS OF THE EIGHTH INTERNATIONAL SYMPOSIUM ON STRUCTURAL ENGINEERING FOR YOUNG EXPERTS, VOLS 1 AND 2, 2004, : 112 - 120
[7] THE ELASTIC THEORY OF THIN-WALLED OPEN CROSS-SECTIONS WITH LOCAL DEFORMATIONS
TAKABATAKE, H
MATSUOKA, O
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 1983, 19 (12) : 1065 - 1088
[8] INTERACTIVE BUCKLING OF THIN-WALLED BEAM-COLUMNS WITH OPEN AND CLOSED CROSS-SECTIONS
KOLAKOWSKI, Z
THIN-WALLED STRUCTURES, 1993, 15 (03) : 159 - 183
[9] Effect of Intermediate Stiffeners in an Optimization of Axially Compressed Built-up Thin-Walled Column Cross-Sections According to the Eurocode 3
Sulpinas, Mantas
Daniūnas, Alfonsas
ce/papers, 2023, 6 (3-4) : 1972 - 1977
[10] FEM analysis of the buckling behaviour of thin-walled CFS columns. Part II-mono symmetric (R) and double symmetric built-up box cross-sections
Craveiro, H. D.
Henriques, J.
Silva, L. S.
Martins, J. P.
STABILITY AND DUCTILITY OF STEEL STRUCTURES 2019, 2019, : 303 - 311

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