2) steel space frame structure
钢空间框架结构
3) space frame structures
空间框架结构
1.
Based on the finite element analysis of member structures and the generalized stress-strain relation of member section, a grid-equivalent section method is put forward to perform nonlinear analysis of space frame structures.
在杆系结构有限元基础上,根据构件截面广义应力-应变关系,提出了空间框架结构非线性分析的简化数值方法——网格-等效截面法。
2.
According to the basic idea of classical yin-yang complementarity and modern dual-complementarity,in a simple and unified new way proposed by Luo,the unconventional Hamilton-type variational principles for elasto-dynamics of space frame structures were established systematically.
根据古典阴阳互补和现代对偶互补的基本思想,通过罗恩提出的一条简单而统一的新途径,系统地建立了空间框架结构弹性动力学的各类非传统Hamilton型变分原理。
4) Space frame structure
空间框架结构
1.
According to the difficulty and complexity of the analysis on structural system reliability,an effective method to calculate space frame structure with Monte Carlo method was proposed.
针对结构体系可靠性分析的困难和复杂,运用蒙特卡洛有限元法,提出一种分析空间框架结构体系的可靠性方法。
5) space steel frame
空间钢框架
1.
Second order inelastic analysis approach for space steel frame with semi-rigid connections;
半刚性连接空间钢框架结构的二阶非弹性分析
2.
Nonlinear finite element analysis for space steel frames with connections of top-seat-angle with double web-angle and extended endplate is performed in this paper.
对带双腹板顶底角钢连接以及外伸端板连接空间钢框架进行了非线性有限元分析,研究了空间钢框架的静力承载性能与节点刚度的关系,得到了不同节点刚度对空间钢框架位移和内力的影响结果,对工程应用具有一定的参考价值。
3.
Based on the finite-deformation theory of nonlinear continuum mechanics and stress-resultant yield surface plastic rule,the second-order elastic-plastic ultimate strength analysis of space steel frame structure was carried out.
采用非线性连续介质力学的有限变形理论和内力屈服面塑性流动理论,对空间钢框架结构体系进行了二阶弹塑性稳定极限承载力分析,同时分析了主弯曲、非对称水平荷载对空间钢框架极限承载力的影响。
6) space steel frames
空间钢框架
1.
A new beam-column element for nonlinear analysis of space steel frames;
空间钢框架几何非线性分析的新梁-柱单元
补充资料：安装钢结构厂房钢柱
安装钢结构厂房钢柱
巍 安装钢结构厂房钢柱
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条