The steel plate that is attached to the end of the walking beam on a beam pumping unit.
来自互联网
2. 通过在梁端部设置弹性和阻尼支承来提高梁的抗力。
This paper discusses how to increase the blast resistance of beams effectively by elastic and damping supports at the ends of beams.
来自互联网
3. 本文分析了有上部荷载时梁端砌体局部受压工作性能。
This article analyzes the performance of local bearing masonry under beam end with upper loading.
来自互联网
4. 因此应加强学习梁端局部受压方面的规范，以提高设计质量。
Intensifying the study of standards on the aspect of local compression in beam end can enhance the design quality.
来自互联网
5. 同时讨论了上部墙体对梁端的约束作用及其对局压承载力的影响。
Besides, the restraining effect of the wall above on beam end as well as on local bearing capacity of wall at beam support are also discussed.
来自互联网
6. 随着梁刚度增加，梁端受压区段长度增加，门洞处梁轴向拉力加大；
With the increase of the beam rigidity, the length of the press area and the axes tension force of the beam near the gate-hole increase.
来自互联网
7. 并提取了正常使用极限状态荷载组合下零号块开口梁端两端的截面内力。
Extract the internal force at both sides of the aperture girder at the load combination of normal use limiting state.
来自互联网
8. 同时，针对节点区梁端的加固设计和施工提出了建议，供工程技术人员参考。
At the same time, some design and construction Suggestions of strengthening beam in joint zone what can be a reference for most engineering technologists are given.
来自互联网
9. 对框架结构梁端弯矩应如何调幅问题做一探讨，对以往设计提出修正性的建议。
The paper discusses how to regulate the amplitude of bending moment within beam end for frame structure, and presents revisal Suggestions for previous designs.
来自互联网
10. 本方法可供实际设计计算基础梁内力时，考虑地基对梁端约束作用时参考应用。
The present method can be used to analyze the beam stress in design of foundation engineering.
来自互联网
11. 分析了梁端锚固形式对玻璃纤维布加固的钢筋混凝土梁破坏形态及极限荷载的影响。
The effect of anchorage schemes on the failure modes and ultimate load capacity of the RC beams strengthened with GFRP sheets are discussed.
来自互联网
12. 进一步分析了梁的轴向约束、梁端转动约束以及荷载比对约束钢梁受力性能的影响。
The effects of axial restraint, rotational restraint and load ratio of the beam are discussed.
来自互联网
13. 本文是本系列工作的第三部分，研究了功能材料悬臂梁梁端受横向集中力作用的情况。
As the third part of these series works, the present paper deals with a piezoelectric cantilever beam subjected to a transverse concentrated force at the free end.
来自互联网
14. 在普通的悬臂式桥梁中，悬臂梁端部之间的间隙是闭合的，为道路提供了连续的桥面。
Cantilever bridge in general, the gap between the cantilever tip is closed, the road to provide a continuous deck.
来自互联网
15. 当节点都为梁端受弯破坏或都为核心区受剪破坏时，偏心节点的耗能能力小于非偏心节点；
When the joints are destroyed by bending(or shearing), the energy Absorption capacity of eccentric joint is inferior to that of no-eccentric joint.
来自互联网
16. 对于剪跨比小的加固梁，梁端锚固条不仅可以防止发生剥离破坏，而且还改善了梁的延性。
Anchorage schemes can not only prevent the GFRP sheets from debonding but also improve the ductile behavior of strengthened beams with low shear span ratio.
来自互联网
17. 通过该表达式，讨论了不同梁端弯矩比对截面协同工作系数的影响，给出了一些有益的结论。
Through the expression, the influence factor of coordination coefficient under different end moment ratios is discussed, and some useful conclusions are also drawn.
来自互联网
18. 在桥梁工程中，当需要限制梁端的碰撞或过大的相对位移，经常会在梁端设置液体粘滞阻尼器。
The fluid viscous dampers are frequently equipped at the beam end for restricting pounding between adjacent component or larger beam end displacement of bridge.
来自互联网
19. 《砌体结构设计规范》GB50003 2001关于梁端有效支承长度采用了简化计算公式。
The simplified calculation formula for effective support length of end beam is determined by the code (GB50003-2001) for design of masonry structure.
来自互联网
20. 扣件刚度越大、错台高度越高，梁端转角限值越小，不同的扣件设计参数将有不同的限值要求。
The bigger the pad stiffness and step height, the less the limits of the angles of rotation at bridge ends. There will be different limits requirements with different fastening system parameters.
来自互联网
21. 运用桁架比拟理论对缺口梁端部的受力模型进行了分析，探索了不同方式加固效果存在差异的原理。
The stress principle of beam is analysed by the method of truss analogue, and different principle of different reinforcement forms has been explored.
来自互联网
22. 梁端与桥台之间的地震碰撞可让桥台分担部分地震荷载，但是撞击力对桥梁的安全性带来不利的影响。
The percussive force endangers the safety of the bridge, while the abutment is subject to part of the seismic load because of the collision.
来自互联网
23. 组合框架梁由于梁端存在负弯矩区，其设计及构造较简支组合梁复杂，限制了其在实际工程中的应用。
In negative moment region of composite frame beam, its design and the detail of struction are more complicated than that of simply supported composite beam, so it was seldom adopted in project.
An improved calculation method on the local bearing compressive of end beam with rigid concrete cushion block is presented, which can provide reference for designer.
This technology realizes integral tension and relaxation to ensure the homogeneous deformation of steel cable, so that the construction speed is enhanced and the quality of beam end is ensured.
The static load test was done on the frame beam strengthened by CFRP with frame joint anchored in different mode, and the bearing capacity, deflection and width of crack was surveyed.
The static load test was done on the frame beam strengthened by CFRP with frame joint anchored in different mode, and the bearing capacity, deflection and width of crack was surveyed.
