English translation for "端约束"
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- end restraint
Related Translations:
相互约束: mutual bindingmutual discipline 文法约束: grammatical constraint 内部约束: internal co traintinternal constraint 次要约束: secondary constraints 连续性约束: continuity constraint 约束应力: reaction stressrestraint stress 边界约束: boundary co traintboundary constraintedge restraint
- Example Sentences:
| 1. | Slope - deflection equation with a type of non - ideal constraints at end of beam
一类非理想杆端约束下的转角位移方程 | | 2. | Through an analysis of a simple two - story frame , this paper revealed that the assumptions used in current effective length method led to unrealistic distribution of beam restraints among the connected columns
本文通过分析一个简单的两层框架，表明如果采用传统计算长度系数法的理想假定，则必然会导致梁端约束在上下层柱之间的不合理分配。 | | 3. | According to eigenvalue equation ( general formula ) of the energy method of the plane steel frame structure stability , and considering the restriction of the end of the column of the main steel frame and function of deflection curve gained from the differential balance equation general resolution , we get the equation for calculating the length coefficient of the main frame structure stability of the steel arch gate and the resolutions are also given
根据平面刚架稳定性能量法特征值方程(通式) ，考虑弧形钢闸门主框架柱的柱端约束的特殊情况，求出挠曲线函数(试解函数)通解，得到弧形钢闸门主框架柱稳定性计算长度系数方程。其中弧门主框架主横梁式形框架的临界荷载比较现行规范推荐的有限元法简单方便、结果精确及物理概念明确等优点。 | | 4. | 4 . choosing the reasonable deflection curve function . according to the energy method and the constrained condition of column end of the steel arch gate , the article presents a practical calculating formula for the stability of the main frame structure of the steel arch gate
选择合理的挠曲线函数(试解函数) ，根据能量法及弧门柱端约束条件，提出弧形钢闸门主框架(平面钢框架)稳定性计算的实用解析计算公式，并根据影响弧门主框架稳定性的因素对该公式进行修正。 | | 5. | For frames of more than 3 stories , the weakest story is first selected and a three - story sub - assemblage including the weakest column is taken out , and the proposed method is applied , the effective length of the weakest column is thus obtained , the effective length of the remaining columns are computed through a pre - defined relations . because the sub - assemblage included beams at far ends of the columns above and below the column under consideration , the far end condition ( hinged or fixed ) may be considered easily
对于更多层的情况，先判断薄弱层，再假定薄弱层的上下层柱远端的梁端约束全部提供给与薄弱层相邻层的柱，取出薄弱层及其上下层的梁柱，按前面处理两层或三层框架的方法可以得到薄弱层柱很精确的计算长度系数，相应导得其它层柱的计算长度系数。 | | 6. | To restrict the displacement at stiffening girder ends under action of earthquake and to ensure that the girders will not cause too fast movement speed towards the expansion joints lest the joints should be damaged , the constraint devices are intended to provide for the girder ends of xihoumen bridge , the zhoushan mainland and islands link project
摘要为限制地震作用下加劲梁的梁端位移以及使梁体不对伸缩缝作用过大的速度以免损害伸缩缝，计划对舟山大陆连岛工程西堠门大桥设置梁端约束装置。 | | 7. | Based on the analysis of bearing characteristic of the staggered truss system , a simplified calculation model of staggered truss structure under vertical loads or lateral loads is presented . after that , according to the simplified calculation model , iterate method for calculating internal forces of vierendeel staggered truss structure under vertical loads and a method for calculating member forces and lateral deflection of structure is provided . at last , a method for calculating effective - length factor of column is provided by analyzing the effect of restraint of column ends , other columns in same story and neighboring story on effective - length of columns
通过对交错桁架结构体系受力特点的分析，确定了在竖向荷载和水平荷载作用下交错桁架结构体系的简化计算模型；然后，根据计算模型，提出了竖向荷载作用下空腹交错桁架结构的内力迭代计算方法以及水平荷载作用下交错桁架结构的内力和侧移计算方法；最后，通过分析柱端约束、同一楼层其它柱子以及相邻楼层柱子的影响，给出了柱子计算长度系数的计算方法。 |
- Similar Words：
- "端员组分" English translation, "端圆盘" English translation, "端缘" English translation, "端缘角铁" English translation, "端缘围,缘围端板" English translation, "端约束系数" English translation, "端运动" English translation, "端匝" English translation, "端载荷" English translation, "端载式溜槽" English translation
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