机译:爆炸载荷作用下的钢拱:非离散分析方法
Department of Civil Engineering, Building 60, Monash University, Melbourne, VIC 3800, Australia;
Centre for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering, The University of New South Wales, UNSW Sydney, NSW 2052, Australia;
Centre for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering, The University of New South Wales, UNSW Sydney, NSW 2052, Australia;
non-linear; dynamic; semi-analytical; large displacement; explosion; steel;
机译:改进的SDOF方法结合了轴向载荷对爆炸载荷作用下钢柱动力响应的影响
机译:改进了SDOF方法,以纳入轴向载荷对经过爆破载荷的钢柱动力响应的影响
机译:改进了SDOF方法,以纳入轴向载荷对经过爆破载荷的钢柱动力响应的影响
机译:承受火灾荷载的圆形钢拱的屈曲
机译:爆炸载荷下结构钢柱的测试和分析。
机译:S355J2钢在多轴载荷下的疲劳能特性比较分析
机译:爆炸荷载作用下浅埋拱的动力响应。