机译:塑性区法分析钢框架结构的非线性非弹性响应历史
Department of Civil and Environmental Engineering, Sejong University, 98 Gunja-dong Gwangjin-gu, Seoul 143-747, South Korea;
Department of Construction and Applied Mechanics, University of Technical Education Ho Chi Minh City, 1 Vo Van Ngan St., Dist. Thu Duc, Ho Chi Minh City, Vietnam;
Faculty of Civil Engineering, Ho Chi Minh City University of Technology, 268 Ly Thuong Kiet St, Dist. 10, Ho Chi Minh City, Vietnam;
Department of Civil and Environmental Engineering, Sejong University, 98 Gunja-dong Gwangjin-gu, Seoul 143-747, South Korea;
Distributed plasticity; Geometric nonlinearity; Residual stress; Steel frame structures; Time history analysis;
机译:3D钢-混凝土组合框架非线性非线性分析的计算机方法
机译:三维半刚性钢框架的非线性非弹性时程分析
机译:使用塑料区方法对半刚性连接的平面钢框架进行高级分析
机译:用力类比法测定质量不规则力矩抗钢架的非弹性时间历史分析
机译:支撑钢结构(屈曲,非弹性)的循环弹性响应分析。
机译:基于响应面法的正交异性钢甲板系统非线性优化
机译:使用时程,增量动力和耐力时间分析方法的钢矩框架非线性地震评估
机译:基于Capacityspectrum方法的半刚性钢框架非线性分析