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1)  Lateral Combination
横联
2)  horizontal alliance
横向联盟
1.
On the performance of a horizontal alliance of manufacturers in supply chain;
供应链环境中制造商横向联盟的绩效分析
2.
This paper constructs a theoretical model to analyze the conduct, performance and regulation of horizontal alliance, which is built up in the form of cost saving bilateral agreement between Cournot duopolistic firms in single market.
本文构造了一个单一市场结构下 ,双寡头古诺厂商以双边协议形式建立成本节省型横向联盟的理论模型 ,分析了其市场绩效和规制。
3)  connecting chamber
联络横硐
1.
Design of a connecting chamber in preparation roadway;
14号层412盘区准备巷道联络横硐的设计
4)  connection adit
联络横坑
1.
A numerical model which was verified previously by field measurements was used in this study to investigate the deformation behavior of tunnel intersection during the excavation of connection adit.
分析结果显示,随着联络横坑之开挖,隧道交叉段附近之变形,依材料是否已达塑性及主应力大小与方向之不同而有不同之变形趋势;在弹性模式下,主隧道交叉侧之变形随联络横坑之开挖而往开挖方向位移,在弹塑性模式下,则依主应力大小与方向之不同而呈现不同之变形行为,此结果显示,隧道交叉段之变形机制主要受现地主应力大小与方向及塑性区形成两项因素控制,依此机制可解释主隧道交叉段于联络横坑开挖时之变形行为。
5)  lateral connection
横向联系
1.
These factors include the rigidity of arch, the rigidity, location and form of lateral connections.
以浙江淳安跨度为 1 98m的中承式钢管混凝土劲性骨架拱桥为工程背景 ,采用通用的有限元软件ANSYS ,分析了拱肋刚度及横向联系刚度、设置的位置、形式等因素对大跨度中承式拱桥侧向稳定的影响 ,为此类桥梁的设计和施工提供参
6)  temporary cross-link
临时横联
1.
The construction process of metro tunnel with single cavern and double-layer with and without temporary cross-link have been simulated n.
通过建立有限元模型,对软弱地质条件下单洞双层地铁隧道无临时横联和有临时横联的施工过程进行数值模拟,研究隧道各施工阶段的稳定性及支护结构的安全性,并对隧道洞周位移的计算值与实测值进行比较。
补充资料:联横
1.齐同﹐不相上下。
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