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1)  non-point brace
无端撑
2)  End bracing
端横撑
3)  pillarization with inorganic agent
无机柱撑
4)  non-range-spacer
无横撑
1.
In order to accord with requirements of usage performance and esthetic aspects,non-pushing through bowstring arch is usually designed into the structure with transverse non-range-spacer or few non-range-spacer.
为满足使用功能及美观上的需要,无推力下承式系杆拱通常被设计成少横撑和无横撑,此时就必须验算其横向稳定性。
2.
With the background of lateral stability of non-range-spacer through bowstring arch, analytical approxima-tions are derived in this paper using energy variational approach.
以无横撑下承式系杆拱桥侧倾稳定问题为背景 ,用能量变分方法导出了其侧倾稳定的近似解析解 ,并通过具体算例 ,比较了由于吊杆的非保向力作用对其侧倾稳定性的影响 ,并将本文方法与工程设计中常用方法作了比
5)  without wind bracing
无风撑
1.
The horizontal, vertical displacements of piers,the variations of stresses of arch ribs and the final results of the fomer during the whole construction process of a newly built half through, concrete filled steel box tied arch bridge without wind bracing in Zhongshan city are expounded.
介绍了中山市新建中承式无风撑钢箱混凝土系杆拱桥施工全过程的桥墩水平、垂直位移和拱肋应力应化及最终结果。
6)  self-sustaining [英]['selfsə'steiniŋ]  [美]['sɛlfsə'stenɪŋ]
无支撑
1.
Construction techniques of deep foundation pits with circular self-sustaining and super large diameter;
超大直径圆形无支撑深基坑施工技术
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