机译:同质分析方法在确定静共面载荷作用下悬臂梁大挠度的分析极限状态函数和可靠度指标中的应用
Department of Mechanical and Manufacturing Engineering, Aalborg University, Fibigerstr&de 16, DK-9220AalborgEast, Denmark;
Department of Mechanical and Manufacturing Engineering, Aalborg University, Fibigerstr&de 16, DK-9220AalborgEast, Denmark;
Department of Mechanical and Manufacturing Engineering, Aalborg University, Fibigerstr&de 16, DK-9220AalborgEast, Denmark;
Department of Building Technology and Structural Engineering, Aalborg University, Sohngaardsholmsvej 57, DK-9000 Aalborg, Denmark;
reliability index; omission sensitivity factor; failure function; homotopy analysis method; geometrical nonlinearity;
机译:静态共面载荷作用下悬臂梁变形的解析方法预测
机译:基于同伦分析法的非保守载荷作用下悬臂梁大挠度的解析解
机译:点载荷作用下悬臂梁的大挠度静力分析
机译:使用同型分析方法具有均匀分布载荷的悬臂梁大偏转
机译:承受静载荷和冲击载荷的双帽型截面点焊梁的分析
机译:同伦摄动法和同伦分析法对Allen-Cahn方程的近似解析解
机译:应用同伦分析方法确定静态共面载荷作用下悬臂梁大挠度的解析极限状态函数和可靠性指标