Suplemental Data.xlsx
收藏Figshare2021-01-27 更新2026-04-08 收录
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This file includes an exhaustive parametric study of lateral torsional buckling of doubly symmetric wide flange beams.Through the study, the gradient moment factor, and the coefficients for distortional factor and load height effect are obtained.<br>
创建时间:
2021-01-27



