Nonlinear Programming Hybrid Beam-Column Element Formulation for Large-Displacement Elastic and Inelastic Analysis
Nonlinear Programming Hybrid Beam-Column Element Formulation for Large-Displacement Elastic and Inelastic Analysis
复制标题
DOI：
10.1061/(asce)em.1943-7889.0001483
复制
发表时间：
2018-10
影响因子：
3.3
通讯作者：
C. Andriotis;K. Papakonstantinou;V. Koumousis
中科院分区：
文献类型：
--
作者：
C. Andriotis;K. Papakonstantinou;V. Koumousis
摘要现代结构分析需要具有高级非线性属性的数值公式。为此，已经提出了许多有限元，从经典的混合…
AbstractModern structural analysis necessitates numerical formulations with advanced nonlinear attributes. To that end, numerous finite elements have been proposed, spanning from classical to hybri...