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1)  vertical slot from side to side
异侧竖缝
2)  vertical slot to one side
同侧竖缝
3)  vertical connection
竖缝
1.
Research on the strength and stiffness degeneration of vertical connection in PRC structures;
反复荷载作用下PRC结构竖缝强度及刚度的退化
2.
Study on seismic behavior of vertical connection in prefabricated panel structures;
装配式大板结构竖缝抗震性能研究
3.
Experimental and theoretical study on seismic behavior of vertical connection in PBPS under repeated loading;
反复荷载作用下PBPS竖缝抗震性能试验及理论研究
4)  vertical crack
竖向裂缝
1.
Dynamic analysis of nearly horizontal rock slopes with vertical cracks;
含竖向裂缝的近水平层状岩体边坡的动力学分析
2.
Analysis of and counter-measures for vertical cracks commonly seen in piers and abutments;
墩台常见的竖向裂缝原因分析及对策
3.
Analyzing the cause of vertical cracks for thin-wall abutment shaft,the paper proposed the protective measures for reference.
针对薄壁台身施工中容易出现竖向裂缝的原因做了分析总结,并根据自己在施工中的实践提出了对其裂缝的防治措施。
5)  concealed vertical joint
暗竖缝
1.
Experimental study on seismic behavior of shear walls wih X-shaped concealed bracing and concealed vertical joint;
带X形暗支撑设暗竖缝剪力墙抗震性能试验研究
6)  vertical joint
竖向接缝
1.
In as much as the finished long span prestressed concrete continuous beam bridges usually constructed with segmental cantilever site cast construction method,which inherently has vertical joint between segments, its construction technology and joint quality will have significant effect on the structure of continuous rigid frame bridge.
由于已建成的大跨度预应力混凝土连续梁桥通常采用分节段悬臂浇筑施工,节段与节段之间必然要存在竖向接缝,其施工工艺和接缝质量对连续刚构桥的结构性能有明显的影响。
2.
The influence of vertical joints on post-construction deflection of continuous rigid frame bridges is discussed with the consideration of the design and construction condition.
结合设计与施工因素讨论连续刚构桥竖向接缝对成桥后期挠度的影响,同时分析了不同施工质量下竖向接缝剪切徐变对后期挠度的贡献,认为在现有条件下由竖向接缝处的剪切变形引起主梁下挠增量不容忽视,并提出了改善主梁节段间接缝的构造措施和施工中应注意的事项。
补充资料:侧缝

侧缝(side seam〕

在人体侧面,裤子前后身缝合的外侧缝。

说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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