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Experimental investigation of local-flexural interactive buckling of cold-formed steel channel columns

机译：冷成型钢通道柱局部弯曲互动屈曲的实验研究

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Jun Ye; Iman Hajirasouliha; Jurgen Becque;
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年度 2018
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1. Experimental investigation of local-flexural interactive buckling of cold- formed steel channel columns [J] . Ye Jun, Hajirasouliha Iman, Becque Jurgen Thin-Walled Structures . 2018,第APRa期

机译：冷弯型钢槽钢柱局部－弯曲相互作用屈曲的试验研究
2. Local-flexural interactive buckling of standard and optimised cold-formed steel columns [J] . Ye Jun, Mojtabaei Seyed Mohammad, Hajirasouliha Iman Journal of Constructional Steel Research . 2018,第MAY期

机译：标准和优化冷弯钢柱的局部-弯曲相互作用屈曲
3. Interaction of local-flexural buckling for cold-formed lean duplex stainless steel hollow columns [J] . Anbarasu M., Ashraf M. Thin-Walled Structures . 2017,第MARa期

机译：冷弯精益双相不锈钢空心柱局部弯曲屈曲的相互作用
4. Experimental investigations of buckling behaviors of cold-formed steel square hollow section columns after fires [C] . Kai YE, Fuminobu OZAKI æ—¥æœ¬å»ºç¯‰å¦ä¼šå¤§ä¼š;æ—¥æœ¬å»ºç¯‰å¦ä¼š . 2020

机译：冷成型钢方空截面柱屈曲行为的实验研究
5. THE INFLUENCE OF LOCAL BUCKLING ON THE STRUCTURAL BEHAVIOR OF SINGLY-SYMMETRIC COLD-FORMED STEEL COLUMNS [D] . MULLIGAN, GALE PATRICK. 1983

机译：局部屈曲对单对称冷弯钢柱结构行为的影响
6. Experimental Investigation on Columns of Steel Fiber Reinforced Concrete with Recycled Aggregates under Large Eccentric Compression Load [O] . Changyong Li, Haibin Geng, Caiheng Deng, 2019

机译：大偏心受压再生骨料钢纤维混凝土柱的试验研究。
7. Aplicação do método da resistência direta a colunas e vigas de aço enformadas a frio com seção em C afetadas por interação entre instabilidade local-de-placa e distorcional Direct strength method application to cold-formed steel lipped channel columns and beams affected by local-plate/distortional interactive buckling [O] . Nuno Silvestre, Dinar Camotim, Pedro Borges Dinis 2007

机译：直接抗力方法对局部变形相互作用和局部失稳影响下的C型截面冷弯型钢梁和梁的直接抗力方法的应用/变形的交互式屈曲
8. Strength Tests and Design Methods for Cold-Formed Channel Columns Undergoing Distortional Buckling [R] . Lau, S. C. W. , Hancock, G. J. 1988

机译：低温弯曲冷弯通道柱的强度试验和设计方法

Experimental investigation of local-flexural interactive buckling of cold-formed steel channel columns

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