1·This article analyzes the performance of local bearing masonry under beam end with upper loading.
本文分析了有上部荷载时梁端砌体局部受压工作性能。
2·Intensifying the study of standards on the aspect of local compression in beam end can enhance the design quality.
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。
3·And for the frame beam end bending moment amplitude modulation factor seems embodiment its value in practice projects.
框架梁端的弯矩调幅系数的合理取值的价值在实际工程中似乎更能体现出来。
4·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.
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。
5·The beam end displacement due to beam and column deformation may be calculated by existing cantilever program and then converted by geometric relation.
梁段、柱段变形引起的梁外端挠度可利用已有悬臂柱低周交变加载模拟程序计算,再通过几何关系换算得到。
6·At present, the real stress in the beam end is not very clear, and there just listed some structural measures to ensure the safety of that area on the norms.
目前对于板端支座处的真实受力情况并不是非常了解,规范上只是给出了一些构造措施以保证该处的受力安全。
7·The paper discusses how to regulate the amplitude of bending moment within beam end for frame structure, and presents revisal Suggestions for previous designs.
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。
8·The fluid viscous dampers are frequently equipped at the beam end for restricting pounding between adjacent component or larger beam end displacement of bridge.
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。
9·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.
阐述了桥梁板的施工工艺,该工艺实现了整体张拉、整体放张,使钢绞线逐根受力均匀,施工速度快,能保证梁端的质量。
10·Show Pointer cursor: a cursor is displayed on the ground at the location the beam ends at, it is useful to see what height the beam end location is, however it can be turned off by toggling this.
(显示指针光标):在光束终点位置的地面显示光标。用来看光束终点位置的高度很有用,它可以通过切换这个来关闭。