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1)  lateral horizontal load
侧向水平荷载
1.
The lateral horizontal load acting on segments might be divided into three parts as the water level was located within tunnel section: rectangular load,full-span(span height equal to tunnel diameter) triangular load and non-full-span triangular load.
当水位处于盾构隧道断面内时,管片侧向水平荷载分解为矩形荷载、满跨(跨高等于隧道直径)三角形荷载、非满跨三角形荷载3部分,已有修正惯用法对第三部分荷载只能作近似处理,导致计算结果有误差。
2)  Level lateral load
水平侧向荷载
3)  horizontal lateral loads of fixing support
固定支座侧向水平荷载
4)  Lateral load
侧向荷载
5)  side load
侧向载荷
1.
Stationary numerical simulation of flow separation and side load in nozzle;
喷管分离流动与侧向载荷定常数值模拟
6)  ratio of vertical load to horizontal load
水平荷载与竖向荷载比
1.
The load-deflection relation was obtained according to on the arch effect ratio Ω and the ratio of vertical load to horizontal load Ω0 .
为了判断门式刚架结构的失稳类型,利用ANSYS有限元程序,对计算模型进行几何非线性分析,从拱效应比值Ω和水平荷载与竖向荷载比值Ω0入手,作出刚架的荷载位移关系曲线。
补充资料:近侧水平线


近侧水平线


  皮纹学术语,系手掌属曲面褶线之一。起于拇指与示指之间,向尺侧延伸,终于小鱼际。通常用E表示。
  
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