LATERAL-TORSIONAL FAILURE AND DSM DESIGN OF CFS LIPPED CHANNEL BEAMS AT ROOM AND ELEVATED TEMPERATURES

It consists of three Annexes (A, B and C), comprising a total of 15 tables (A1 to C4) – each table provides, for the various lipped channel beams considered, (i) the global slenderness value (λG), (ii) the ratio between the failure and yield moments (Mu/My), and (iii) the numerical-to-predicted failure moment ratios obtained. Annex A concerns all beams at room temperature analysed in this work and in [1]. Annex B concerns all beams at elevated temperatures analysed in this work. Annex C concerns SCA beams at elevated temperatures analysed in [2].本数据集包含三个附录（A、B、C），共计15张表格（编号为A1至C4）。每张表格针对所考察的各类卷边槽钢梁（lipped channel beam），提供以下三类核心数据：(i) 整体长细比（global slenderness value，λG）；(ii) 破坏弯矩与屈服弯矩的比值（Mu/My）；(iii) 所得数值计算破坏弯矩与预测破坏弯矩的比值。其中，附录A涵盖了本文与文献[1]中分析的所有室温工况下的卷边槽钢梁；附录B涵盖了本文分析的所有高温工况下的卷边槽钢梁；附录C涵盖了文献[2]中分析的所有高温工况下的SCA梁。