机译:暴露于火灾后不锈钢CHS柱的弯曲屈曲行为和残余优势
Nanyang Technol Univ Sch Civil & Environm Engn Singapore Singapore;
Shanghai Jiao Tong Univ Dept Civil Engn State Key Lab Ocean Engn Shanghai 200240 Peoples R China;
Nanyang Technol Univ Sch Civil & Environm Engn Singapore Singapore;
Univ Glasgow Sch Engn Glasgow Lanark Scotland;
Nanyang Technol Univ Sch Civil & Environm Engn Singapore Singapore;
Circular hollow section (CHS); Design analysis; Flexural buckling behaviour; Heating; Soaking and cooling; Material tensile coupon tests; Numerical modelling; Pin-ended column tests; Post-fire residual strengths; Stainless steel;
机译:圆形高强度钢管混凝土短柱暴露于火后的行为和残余抗压强度
机译:圆形高强度混凝土不锈钢管柱弯曲屈曲行为及电阻
机译:高铬不锈钢焊接I型柱弯曲屈曲行为
机译:残余应力对钢柱火灾弯曲屈曲行为的影响
机译:火灾曝光后高强度钢的机械性能和循环行为
机译:钢纤维增强高强度混凝土抗弯性能的材料分析。实验与数值研究
机译:暴露于火灾后不锈钢CHS柱的弯曲屈曲行为和残余优势