who: Xuan Tung Nguyen et al. from the Campus in Ho Chi Minh City, University of Transport and Communications, Asan, Republic of Korea have published the article: Elastic Critical Lateral Buckling of Beams Subjected to Simultaneous Negative End Moments and Transverse Loads, in the Journal: (JOURNAL)
what: [20] studied the analysis unbraced, symmetric, occurred whenbetween support0.1types were used toBijak limit lateral bending and of warping. This study aimed to investigate the LTB strength of simply supported beams subjected This study aimed investigate the LTB strength of simply supported beams subto transverse loadings onto top . . .
If you want to have access to all the content you need to log in!
Thanks :)
If you don't have an account, you can create one here.
