[1] |
陈绍蕃.卷边槽钢的局部相关屈曲和畸变屈曲[J].建筑结构学报,2002,23(1):27-31.
|
[2] |
何子奇,周绪红,刘占科,等.冷弯薄壁卷边槽钢轴压构件畸变与局部相关屈曲试验研究[J].建筑结构学报,2013,34(11):98-108.
|
[3] |
何保康,蒋路,姚行友,等.高强冷弯薄壁型钢卷边槽形截面轴压柱畸变屈曲试验研究[J].建筑结构学报,2006,27(3):10-17.
|
[4] |
李元齐,王树坤,沈祖炎,等.高强冷弯薄壁型钢卷边槽形截面轴压构件试验研究及承载力分析[J].建筑结构学报,2010,31(11):17-25.
|
[5] |
Dinis P B,Young B,Camotim D.Local-distortional interaction in cold-formed steel rack-section columns[J].Thin-Walled Structures,2014,81:185-194.
|
[6] |
Tohidi S,Sharifi Y.Neural networks for inelastic distortional buckling capacity assessment of steel I-beams[J].Thin-Walled Structures,2015,94:359-371.
|
[7] |
Mallela U K,Upadhyay A.Buckling load prediction of laminated composite stiffened panels subjected to in-plane shear using artificial neural networks[J].Thin-Walled Structures,2016,102:158-164.
|
[8] |
Tran V,Kim S.Efficiency of three advanced data-driven models for predicting axial compression capacity of CFDST columns[J].Thin-Walled Structures,2020,152.DOI: 10.1016/j.tws.2020.106744.
|
[9] |
Adeli H,Karim A.Neural network model for optimization of cold-formed steel beams[J].Journal of Structural Engineering,1997,123 (11):1535-1543.
|
[10] |
Ye J,Hajirasouliha I,Becque J,et al.Optimum design of cold-formed steel beams using Particle Swarm Optimization Method[J].Journal of Constructional Steel Research,2016,122:80-93.
|
[11] |
王永标.冷弯薄壁型钢多卷边组合柱受力性能研究[D].南京:东南大学,2018.
|
[12] |
邓露,钟玉婷,杨远亮,等.冷弯薄壁型钢受弯构件承载力与延性优化研究[J].工程力学,2021,38(4):93-101.
|
[13] |
Ye J,Becque J,Hajirasouliha I,et al.Development of optimum cold-formed steel sections for maximum energy dissipation in uniaxial bending[J].Engineering Structures,2018,161:55-67.
|
[14] |
Duoc T P,Seyed M M,Iman H,et al.Design and optimization of cold-formed steel sections in bolted moment connections considering bimoment[J].Journal of Structural Engineering,2020,146(8).DOI: 10.1061/(ASCE)ST.1943-541X.0002715.
|
[15] |
Kwon Y B,Kim B S,Hancock G J.Compression tests of high strength cold-formed steel channels with buckling interaction[J].Journal of Constructional Steel Research,2009,65(2):278-289.
|
[16] |
Young B,Silvestre N,Camotim D.Cold-formed steel lipped channel columns influenced by local- distortional interaction:strength and DSM design[J].Journal of Structural Engineering,2012,139(6):1059-1074.
|
[17] |
Loughlan J,Yidris N,Jones K.The failure of thin-walled lipped channel compression members due to coupled local-distortional interactions and material yielding[J].Thin-Walled Structures,2012,61:14-21.
|
[18] |
Chen M,Young B,Martins A D,et al.Experimental investigation on cold-formed steel stiffened lipped channel columns undergoing local-distortional interaction[J].Thin-Walled Structures,2020,150.DOI: 10.1016/j.tws.2020.106682.
|
[19] |
杨文斌.高强冷弯薄壁卷边槽钢轴心受压稳定性能研究[D].大连:大连理工大学,2020.
|
[20] |
史婷伟.冷弯薄壁平槽钢屈曲分析[D].大连:大连理工大学,2019.
|
[21] |
Young B,Rasmussen K J R.Tests of fixed-ended plain channel columns[J].Journal of Structural Engineering,1998,124(2):131-139.
|
[22] |
Young B,Rasmussen K J R.Design of lipped channel columns[J].Journal of Structural Engineering,1998,124(2):140-148.
|
[23] |
陈明.腹板加强型冷弯薄壁卷边槽钢柱畸变屈曲理论分析与试验研究[D].兰州:兰州大学,2018.
|
[24] |
何子奇.冷弯薄壁型钢轴压构件畸变及与局部相关的失稳机理和设计理论[D].兰州:兰州大学,2014.
|
[25] |
He Z,Zhou X,Liu Z,et al.Post-buckling behavior and DSM design of web-stiffened lipped channel columns with distortional and local mode interaction[J].Thin-Walled Structures,2014,84:189-203.
|
[26] |
Manikandan P,Sukumar S,Kannan K.Distortional buckling behavior of intermediate cold-formed steel lipped channel section with various web stiffeners under compression[J].International Journal of Advanced Structural Engineering,2018,10:189-198.
|
[27] |
康磊.冷弯薄壁卷边带肋槽钢轴压局部与畸变耦合屈曲分析[D].大连:大连理工大学,2021.
|
[28] |
CEN.Eurocode 3 - Design of steel structures-part 1-3:general rules-supplementary rules for cold-formed members and sheeting:EN 1993-1-3:2006[S].Brussels:European Committee for Standardization,2005.
|
[29] |
Bonada J,Casafont M,Roure F,et al.Selection of the initial geometrical imperfection in nonlinear FE analysis of cold-formed steel rack columns[J].Thin-Walled Structures,2012,51:99-111.
|
[30] |
Deng L,Li J,Yang Y,et al.Imperfection sensitivity analysis and DSM design of web-stiffened lipped channel columns experiencing local-distortional interaction[J].Thin-Walled Structures,2020,152.DOI: 10.1016/j.tws.2020.106699.
|
[31] |
Ferreira C.Gene expression programming[M].Portugal:Angora do Heroismo,2002.
|