1) fixed end
固端
2) fixed-end forces
固端力
1.
The key problem of displacement method in the creep effect analysis of statically indeterminate structures is to determinate the fixed-end forces of the element.
位移法分析超静定结构徐变效应的关键是求单元的徐变固端力。
2.
The fixed-end forces of bar elements in some kinds of common load action are derived also.
导出了矩形、箱形、圆形和环形变截面杆元的传递矩阵、刚度矩阵和几种常见荷载下的固端力，均为精确解析式。
3) beam fixed at two ends
固端梁
1.
The stability in a uniformly alternating loaded beam fixed at two ends is analyzed in detail and the stabilizing maximum loads are determined.
通过对均布交变载荷作用下固端梁的安定性分析 ,求解了安定极限载荷 ,并得出结论 :安定极限载荷随不同的加载、卸载工况各不相同 ;只要在安定极限载荷范围内 ,无论怎样加载、卸载 ,结构都处于安定状
2.
Shakedown in a unitbrmly alternating loaded beam fixed at two ends is analyzed in detail and the maximum loads of shakedown are determined.
分析了固端梁在均布交变载荷下的自动适应，求解了自动适应极限载荷，并指出：自动适应极限载荷随不同的加载，卸载工况各不相同；只要在自动适应极限载荷范围内，无论怎样加载，卸载都在自动适应状态。
4) fixed ended element forces
固端内力
1.
The method presented and used to determine element stiffness matrix and fixed ended element forces of elastic foundation beam caused by loads is clear in physical conception and simple in programming, and can be used in finite element structural analysis.
提出的求弹性地基梁单元刚度矩阵的方法以及求其上作用均布荷载的固端内力的方法 ,物理概念明确 ,编程简单 ,可用于有限元的结构分析程序
5) section at fixed end
固端截面
1.
On the basis of these results, the modified coeffecient formula of effective distribution width for plate and calculational formula of the stresses on the section at fixed end for beam are proposed respectively.
应用空间有限元的计算程序 ,揭示出变高度悬臂板和梁在固端截面上新的应力分布规律。
6) fixed end scheme
固端方案
1.
Mechanical master sheets of fracture turn-up are analysised in the paper,and improvement scheme-fixed end scheme,is bring up by mechanical theory.
并根据力学理论提出了改进办法———采用固端方案。
参考词条
补充资料：窦固(见窦固攻北匈奴)
窦固(见窦固攻北匈奴)
Dou Gu
Doll GU窦固(D ouGu，?一公元88)东汉中期将领。字孟孙。扶风平陵(今陕西咸阳西北)人。名将窦融侄。历任奉车都尉、卫尉等。以率军攻北匈奴著名。见窦固攻北匈奴。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。