FLEXURAL-TORSIONAL FAILURE AND DSM DESIGN OF FIXED-ENDED COLD-FORMED STEEL COLUMNS AT ELEVATED TEMPERATURES - ANNEX A: SUPPLEMENTARY DATA

These supplementary data to the above article consist of seven table sets A1 to A7, each comprising five separate tables, providing information about the column numerical failure loads obtained and the corresponding DSM-based predictions - they concern all the columns (see Table 1 of the article) under room and elevated temperatures (T=20/100 to T=800 ºC).前述论文的补充数据集包含7组表格集A1至A7，每组均由5张独立表格组成，用于提供所测得的柱的数值破坏荷载以及相应的基于DSM（DSM）的预测结果——该数据集涵盖了前述论文表1中提及的全部柱在室温与高温环境（温度T=20/100至T=800℃）下的相关数据。